双向增强体复合地基承载特性及其数值分析
|
摘要
近年来,随着我国高速公路建设的迅猛发展,软土地基问题日益突出,各种软基处治技术也随之得到了蓬勃发展。双向增强体复合地基法是目前国内外兴起的一种新型的软基处治技术,目前在高速公路路基加固、台背填土加固、不良地质条件的旧路加宽改造等工程中得到了广泛应用,并取得了良好的加固效果。但是该处治技术的理论研究尚欠成熟。为此,本文结合国家高技术研究发展计划(863计划)项目“大面积不均匀公路软弱地基按沉降控制双向增强处治技术”(2006AA11Z104),从双向增强体复合地基的桩土应力比计算、沉降计算及固结分析等方面出发,通过理论分析、数值模拟及室内模型试验进行较深入系统的研究。
本文首先针对竖向增强体-水平增强体-桩间土的整体相互作用的特点,将水平增强体视为具有一定刚度的板,竖向桩体及桩间土简化为刚度不同的弹簧系列。以单个竖向桩体影响范围内的复合地基作为典型单元体进行分析,基于Winkler弹性地基圆板理论计算出水平增强体的挠曲函数表达式,推导出双向增强体复合地基桩土应力比计算式。
其次,基于薄板变形理论和双参数地基模型,推导了双向增强体复合地基桩土加固区工后沉降的计算公式。研究表明水平加筋垫层的水平抗力作用对控制双向增强体复合地基工后沉降是有利的。为了进一步研究双向增强体复合地基的沉降特性,以近似解析模型为基础,运用剪切位移法建立了竖向增强体中桩与桩,桩与土,土与土之间相互作用的刚度矩阵,引入无单元伽辽金法计算水平增强体刚度矩阵,通过双向增强体复合地基的竖向位移协调条件,建立竖向增强体与横向增强体共同工作的竖向平衡方程,将无单元法的应用推广到双向增强体复合地基的沉降计算。该方法具有不需划分单元,节点布置灵活,节点参数少,计算精度高的特点。
根据桩体复合地基固结的特点,将整个桩截面和桩周土截面作为一个研究单元考虑,根据固结过程中孔隙水排出量等于单元体体积减小量的关系和平均超孔隙水压力的概念,推得了考虑桩体的固结变形的桩体复合地基的固结方程。通过等应变假设和初始边界条件,由分离变量法对该固结方程进行求解,得到了桩体和桩间土的平均超孔隙水压力、平均固结度、复合地基整体固结度。进一步完善了桩体复合地基固结解析理论。
最后,在相似理论基础上推导了单纯软基模型试验,土工格室垫层路基模型试验以及土工格室垫层+碎石桩复合地基模型试验的相似准则,由此设计并完成了三组室内模型试验。试验数据分析表明,土工格室垫层加固软基能有效扩散和均化上部荷载、减少沉降及不均匀沉降。而土工格室+碎石桩复合地基加固软基则既能减小地基沉降和不均匀沉降,而且能够限制路堤外侧的隆起变形。同时,碎石桩与格室垫层共同构成比较完善的排水体系,有利于加速桩间土排水固结。基于本文桩土应力比解析理论的计算值以及无单元法所获得的沉降值与实测值吻合较好,验证了本文理论分析的合理可行。
In recent years, along with the development of the freeway construction, the treatment of soft soil foundation becomes increasingly important, which triggers the development of various soft foundation treatment technology.The double direction reinforced composite foundation method is a new soft foundation treatment technique. This new foundation treatment is widely applied for engineering constructions such as freeway subgrade improvement, filling in the back of the abutment strengthening and widening of existing roads with unfavorable geological conditions. However, the theory about double direction reinforced composite foundation remains immature. This paper researches on bearing characteristic of double direction reinforced composite ground, which includes pile-soil stress ratio, settlement and consolidation of this composite foundation from several aspects of theoretical analysis, numerical simulation and model experiment under the supports of High Technique Research and Development Program of China (863 program)——“The Treatment Technique of Double Diretion Reinforced Foundation Based on The Settlement Control for Large Area and Non-uniform Soft Soil Foundation in Highway Construction”(2006AA11Z104).
At first, According to characteristics of interaction of vertical pile, horizontal reinforced cushion and soil, the horizontal reinforced cushion is supposed to be a thin plate, piles and soils are simplified as spring series with different rigidities respectively. A single pile and soils located in the influence area of the pile compose a concentric cylinder. The cylinder is regarded as the typical element to analysis the double direction reinforced composite foundation. A function of the horizontal reinforced cushion deformation is deduced based on a circular thin plate on Winkler foundation, and the formula of the pile-soil stress ratio of the composite foundation is also deduced.
Then a biparametric model is adopted to calculate the residual settlement of double direction reinforced composite foundation, in which influences of the horizontal resistant on the residual settlement is taken into account. A formula for calculating the residual settlement is deduced. The results show that the horizontal resistant of reinforced cushion help to reduce the residual settlement, and the effect should be considered.
Based on an approximate analytical model, the vertical reinforcement’s stiffness matrix considering interaction between pile and pile, pile and soil,soil and soil is determined by shear displacement method, and the horizontal reinforcement stiffness matrix was calculated by element-free of galerkin method. Then co-working system of double direction reinforcements’vertical balance equation was got through vertical displacement coordinate relationships. The application of element-free galerkin method was extended to calculate settlement of two-reinforced composite foundation. This method has some advantages such as no elements is needed, node arrangement is flexible, node parameters is few and high accuracy is got.
The whole cross section of pile and soil around pile were regarded as an element to analyses. According to the equivalent relationship of the seepage discharge to the volumetric change, the equations for the consolidation of composite ground with piles were derived using the concept of average excess pore water pressure, and the consolidation deformation of pile was considered. Through the initial and boundary conditions of the composite foundation and the assumption of the equal strain, the equations were solved by separation of variables. The average excess pore water pressure and average consolidation degree of pile and its surrounding soil were obtained, and the degree of consolidation of the composite foundation was acquired. Consolidation theories for composite ground with piles were further improved.
Finally, three comparative model tests including“soft soil foundation model test”,“geocell reinforced gravel cushion on soft soil subgrade model test”and“geocell reinforced gravel cushion+gravel pile composite foundation model test”were designed and carried out under the guidance of similarity theory and similarity criterions. The test results showed that, the geocell reinforced gravel cushion can diffuse and homogenize upper load, the non-uniform settlement was also reduced effectively. The double direction reinforced composite foundation formed by geocell reinforced gravel cushion and gravel pile composite foundation can be used to enhance the bearing capacity of the foundation and reduce its total and non-uniform settlements effectively, the lateral deformation of the embankment was restricted. The geocell gravel cushion and gravel pile constitute a perfection draining system, which is propitious to drainage consolidation of soil around piles. The theoretical results of the pile-soil stress ratio and the settlement coincide with the results from tests.
本文首先针对竖向增强体-水平增强体-桩间土的整体相互作用的特点,将水平增强体视为具有一定刚度的板,竖向桩体及桩间土简化为刚度不同的弹簧系列。以单个竖向桩体影响范围内的复合地基作为典型单元体进行分析,基于Winkler弹性地基圆板理论计算出水平增强体的挠曲函数表达式,推导出双向增强体复合地基桩土应力比计算式。
其次,基于薄板变形理论和双参数地基模型,推导了双向增强体复合地基桩土加固区工后沉降的计算公式。研究表明水平加筋垫层的水平抗力作用对控制双向增强体复合地基工后沉降是有利的。为了进一步研究双向增强体复合地基的沉降特性,以近似解析模型为基础,运用剪切位移法建立了竖向增强体中桩与桩,桩与土,土与土之间相互作用的刚度矩阵,引入无单元伽辽金法计算水平增强体刚度矩阵,通过双向增强体复合地基的竖向位移协调条件,建立竖向增强体与横向增强体共同工作的竖向平衡方程,将无单元法的应用推广到双向增强体复合地基的沉降计算。该方法具有不需划分单元,节点布置灵活,节点参数少,计算精度高的特点。
根据桩体复合地基固结的特点,将整个桩截面和桩周土截面作为一个研究单元考虑,根据固结过程中孔隙水排出量等于单元体体积减小量的关系和平均超孔隙水压力的概念,推得了考虑桩体的固结变形的桩体复合地基的固结方程。通过等应变假设和初始边界条件,由分离变量法对该固结方程进行求解,得到了桩体和桩间土的平均超孔隙水压力、平均固结度、复合地基整体固结度。进一步完善了桩体复合地基固结解析理论。
最后,在相似理论基础上推导了单纯软基模型试验,土工格室垫层路基模型试验以及土工格室垫层+碎石桩复合地基模型试验的相似准则,由此设计并完成了三组室内模型试验。试验数据分析表明,土工格室垫层加固软基能有效扩散和均化上部荷载、减少沉降及不均匀沉降。而土工格室+碎石桩复合地基加固软基则既能减小地基沉降和不均匀沉降,而且能够限制路堤外侧的隆起变形。同时,碎石桩与格室垫层共同构成比较完善的排水体系,有利于加速桩间土排水固结。基于本文桩土应力比解析理论的计算值以及无单元法所获得的沉降值与实测值吻合较好,验证了本文理论分析的合理可行。
In recent years, along with the development of the freeway construction, the treatment of soft soil foundation becomes increasingly important, which triggers the development of various soft foundation treatment technology.The double direction reinforced composite foundation method is a new soft foundation treatment technique. This new foundation treatment is widely applied for engineering constructions such as freeway subgrade improvement, filling in the back of the abutment strengthening and widening of existing roads with unfavorable geological conditions. However, the theory about double direction reinforced composite foundation remains immature. This paper researches on bearing characteristic of double direction reinforced composite ground, which includes pile-soil stress ratio, settlement and consolidation of this composite foundation from several aspects of theoretical analysis, numerical simulation and model experiment under the supports of High Technique Research and Development Program of China (863 program)——“The Treatment Technique of Double Diretion Reinforced Foundation Based on The Settlement Control for Large Area and Non-uniform Soft Soil Foundation in Highway Construction”(2006AA11Z104).
At first, According to characteristics of interaction of vertical pile, horizontal reinforced cushion and soil, the horizontal reinforced cushion is supposed to be a thin plate, piles and soils are simplified as spring series with different rigidities respectively. A single pile and soils located in the influence area of the pile compose a concentric cylinder. The cylinder is regarded as the typical element to analysis the double direction reinforced composite foundation. A function of the horizontal reinforced cushion deformation is deduced based on a circular thin plate on Winkler foundation, and the formula of the pile-soil stress ratio of the composite foundation is also deduced.
Then a biparametric model is adopted to calculate the residual settlement of double direction reinforced composite foundation, in which influences of the horizontal resistant on the residual settlement is taken into account. A formula for calculating the residual settlement is deduced. The results show that the horizontal resistant of reinforced cushion help to reduce the residual settlement, and the effect should be considered.
Based on an approximate analytical model, the vertical reinforcement’s stiffness matrix considering interaction between pile and pile, pile and soil,soil and soil is determined by shear displacement method, and the horizontal reinforcement stiffness matrix was calculated by element-free of galerkin method. Then co-working system of double direction reinforcements’vertical balance equation was got through vertical displacement coordinate relationships. The application of element-free galerkin method was extended to calculate settlement of two-reinforced composite foundation. This method has some advantages such as no elements is needed, node arrangement is flexible, node parameters is few and high accuracy is got.
The whole cross section of pile and soil around pile were regarded as an element to analyses. According to the equivalent relationship of the seepage discharge to the volumetric change, the equations for the consolidation of composite ground with piles were derived using the concept of average excess pore water pressure, and the consolidation deformation of pile was considered. Through the initial and boundary conditions of the composite foundation and the assumption of the equal strain, the equations were solved by separation of variables. The average excess pore water pressure and average consolidation degree of pile and its surrounding soil were obtained, and the degree of consolidation of the composite foundation was acquired. Consolidation theories for composite ground with piles were further improved.
Finally, three comparative model tests including“soft soil foundation model test”,“geocell reinforced gravel cushion on soft soil subgrade model test”and“geocell reinforced gravel cushion+gravel pile composite foundation model test”were designed and carried out under the guidance of similarity theory and similarity criterions. The test results showed that, the geocell reinforced gravel cushion can diffuse and homogenize upper load, the non-uniform settlement was also reduced effectively. The double direction reinforced composite foundation formed by geocell reinforced gravel cushion and gravel pile composite foundation can be used to enhance the bearing capacity of the foundation and reduce its total and non-uniform settlements effectively, the lateral deformation of the embankment was restricted. The geocell gravel cushion and gravel pile constitute a perfection draining system, which is propitious to drainage consolidation of soil around piles. The theoretical results of the pile-soil stress ratio and the settlement coincide with the results from tests.
引文
[1]龚晓南.复合地基理论及工程应用.北京:中国建筑工业出版社,2002
[2]杨宇,陈昌富,陈砚祥.双向复合地基研究现状及展望.南华大学学报(理工版),2003,17(4):25-28
[3] Whyte D. The overriding aspects of the design of geosynthetic-reinforced pile supported embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 29-41
[4] Chew S H, Phoon H L, Loke K H, et al. Geotextile reinforced piled embankment for highway bridges. In: proceedings of 8th International Conference on Applications of Advanced Technologies in Transportation Engineering. New York: ASCE publications, 2004, 438-443
[5] Stewart M E, Filz G M. Influence of Clay compressibility on geosynthetic loads in bridging layers for column-supported embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 11-25
[6] Naughton P J, Kempton G T. Comparison of analytical and numerical analysis design for piled embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 42-51
[7]饶为国.桩-网复合地基沉降机理及设计方法研究[北京交通大学博士学位论文].北京:北京交通大学,2002
[8]饶为国.桩-网复合地基原理及实践.北京:中国水利水电出版社,2004,31-119
[9]陈艳平.土工格室碎石垫层+碎石桩复合地基模型试验研究[湖南大学硕士学位论文].长沙:湖南大学,2003
[10]杨明辉,王娟,赵明华.土工格室+碎石桩复合地基承载机理及承载力计算方法探讨.中南公路工程,2005,30(4):5-8
[11]苏传政.粉喷桩加土工格栅复合地基处理施工技术.葛洲坝集团科技,2001,15(2):6-9
[12]熊良根.粉喷桩加土工格栅复合地基处理施工技术浅析.铜业工程,2003,(3):73-74
[13]朱梅生.软土地基.北京:中国铁道出版社,1989,395-397
[14] Jones C J F P, Lawson C R, Ayres D J(祁思明,魏新江译).土工织物加筋的桩承堤.地基处理,1991,2(5):52-58
[15] Han J, Akins K. Use of geogrid-reinforced and pile-supported earth structures. Proceeding of International Deep Foundation Congress. Fernando, 2002.668-679
[16] Reinaldo V M, Shao Y. Geogrid-reinforced and pile-supported roadway embankment. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 26-28
[17]张建勋,陈福全,简洪钰.桩承土工织物加筋地基的研究与工程应用综述.福建工程学院学报,2003,1(3):10-15
[18]浙江省交通规划设计院,浙江大学岩土工程研究所,浙江省交通工程建设集团有限公司等.深厚软基高速公路拓宽工程关键技术研究(研究报告).杭州:浙江省交通规划设计院,2005,1-148
[19]贾宁.软土地基高速公路拓宽的沉降性状及处理研究[浙江大学博士学位论文].杭州:浙江大学,2004,1-125
[20]陈宏友,李彬.桩承土工合成材料复合地基在潭邵高速公路软基处理中的应用.中南公路工程,2002,27(1):40-41
[21]陈昌富,赵明华,杨宇等.土工格室+碎石桩复合地基加固机理及受力特性研究.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,237-241
[22]杨明辉,赵明华,吴亚中等.土工格室垫层+碎石桩复合地基承载机理及设计方法研究.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,242-247
[23]张元进,陈建华.粉喷桩与土工合成材料加筋垫层联合处理明渠软土地基.广东水利水电, 2002,4(3):47-49
[24]孙献国,张思峰,陈文.粉喷桩与土工格栅联合加固技术的现场试验研究.山东大学学报(工学版),2004,35(4):72-75
[25]戴耀中,黎军.格栅(网)碎石桩综合处理软基的设计与讨论.湖南交通科技,2001,27(3):12-14
[26]袁永强.浅谈采用短木桩加土工网碎石垫层处理挡墙软基.有色冶金设计与研究,2003,24(3):39-42
[27]杜璇,王军民,容浩萍.土工格栅结合振冲碎石桩加固液化地基的效果分析.铁道标准设计,2001,21(10):51-52
[28]谢前军,刘曌.水泥粉喷桩在桥台后过渡段软基处理中的应用.路基工程,2002,25(4):40-43
[29]赵德海,杜强.水泥粉喷桩在桥台后过渡段软基处理中的应用.建筑技术,2003,5(7):61-62
[30]蒋肼.土工格栅砂垫层和粉煤灰混凝土碎石桩对桥头软基的加固技术.石家庄铁道学院学报,2005,18(增):77-79
[31]邵军.土工膜与砂桩复合处理软基的理论和实践.西部探矿工程,1999,11(3):16-17
[32]郑忠勤,谭祖保,胡汉忠.用粉喷桩土工格网加固永丰营车站深层软土路基的施工技术.路基工程,2000,23(3):58-61
[33]陈红萍,李强,李叔云.桩承土工格网垫层在软基处理中的应用.湖南交通科技,2000,26(2):15-16
[34] Brauns J. Die anfangstraglast von schottersaulen in bindingen undergrund. Die Bautechnik, 1978, 55(8):263-271
[35]盛崇文..软土地基用碎石桩加固后的极限承载力计算.水利水运科学研究, 1980,2(2):1-9
[36]何广讷.复合地基中散体材料桩极限承载力的计算.见:中国土木工程学会第八届土力学及岩土工程学术会议论文集.南京:万国学术出版社,1999,21-24
[37]郭尉东,钱鸿缙.振冲碎石桩地基承载力计算的若干途径.地基处理,1990,1(1):38-46
[38]杨有海.加筋碎石桩的承载力分析.岩土工程学报, 1993,15(5):107-112
[39]王剑平,李景林,曹国兴等.一个振冲碎石桩单桩承载力的经验公式.岩土工程学报, 2002,24(4):496-498
[40]王盛源,张迎春,关锦荷.碎石桩及其复合体的大型剪切试验.土木工程学报, 2002,35(5):75-78
[41]刘杰.复合地基中垫层技术及桩土相互作用.[中南大学博士学位论文].长沙:中南大学,2003
[42]段继伟,龚晓南,曾国熙.水泥搅拌桩的荷载传递规律.岩土工程学报, 1994,16(4):1-8
[43]叶关宝,叶书麟.水泥土搅拌桩加固软基的试验研究.同济大学学报, 1995,23(3):270-275
[44]阎明礼,吴春林,杨军.水泥粉煤灰碎石桩复合地基实验研究.岩土工程学报, 1996,18(2):55-62
[45]郑刚,顾晓鲁.水泥搅拌桩荷载传递机理研究.土木工程学报, 2002,35(5):82-86
[46]郑刚,王常祥,顾晓鲁.软土中超长水泥搅拌桩复合地基承载力研究.岩土工程学报, 2002,24(6):675-679
[47]秦然,陈征宙,董平.水泥土桩复合地基桩土应力比的一种解析算法.岩土力学, 2001,22(1):96-98
[48]吴慧明,龚哓南.刚性基础与柔性基础下复合地基模型试验对比研究.土木工程学报, 2001,34(5) :81-84
[49]马海龙,陈云敏水泥土桩长等对承载力及模量影响的定量分析.岩土工程学报, 2003,25(6):720-723
[50]刘吉福.路堤下复合地基桩、土应力比分析.岩石力学与工程学报, 2003,22(4):674-677
[51]马克生,梁仁旺,白晓红.水泥搅拌桩复合地基承载力的试验确定.岩石力学与工程学报, 2004,23(15): 2652-2654
[52]吴雄志.水泥土桩单桩荷载传递及临界桩长研究.岩土力学, 2004,25(9):1491-1494
[53]徐洋,谢康和,刘干斌,等.复合双层地基的极限承载力计算.土木工程学报, 2004,37(4):82-86
[54]宰金珉.桩土明确分担荷载的复合桩基及其设计方法.建筑结构学报, 1995, 16(4):66-74
[55]陈东佐,梁仁旺.CFG桩复合地基的试验研究.建筑结构学报, 2002,23(4):71-74
[56]池跃君,宋二祥,陈肇元.刚性桩复合地基沉降计算方法的探讨及应用.土木工程学报, 2003,36(1): 19-23
[57]池跃君,宋二祥,金淮等.刚性桩复合地基应力场分布的试验研究.岩土力学, 2003,24(3):339-343
[58]朱世哲,徐日庆,杨晓军,王景春.带垫层刚性桩复合地基桩土应力比的计算与分析.岩土力学, 2004,25(5): 814-817, 823
[59] Binquet J. Bearing capacity tests on reinforced earth slabs. ASCE, J. of Geotechnical Engineering, 1975,101(GT12):1241-1255
[60] Binquet J, Lee K L. Bearing capacity analysis of reinforced earth slabs. ASCE, J. of Geotechnical Engineering, 1975,101(GT12):1257-1276
[61]胡幼常.土工格栅加固道路软基的试验研究.岩土力学,1996,17(2):76-80
[62]徐少曼,洪昌华.考虑加筋垫层的堤坝下软基稳定分析法.土木工程学报,2000,33(4):88-92
[63]徐少曼,林瑞良,康进王.提高路堤下软基土工织物加筋效果的综合措施.中国公路学报,2003,16(2):42-44,69
[64] Shen Z J. Limit analysis of soft ground reinforced by geosynthetics. J. of Geotechnical engineering,1998,20(4):82-86
[65]黄仙枝,白晓红.土工带加筋碎石土的抗剪强度特性研究.岩土力学,2005,26(9):1463-1468
[66]王协群.土工合成材料加筋地基的极限平衡设计与加筋材料的研究[武汉理工大学博士学位论文].武汉:武汉理工大学,2003,101-105
[67]喻泽红,邹银生,王贻荪.加筋地基竖向位移分析.工程力学,2004,21(5):72-76
[68]李强.桩承土工格网复合地基处治机理与设计方法研究[长沙理工大学硕士学位论文].长沙:长沙理工大学,2003
[69]饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报,2002,35(2):74-80
[70]赵圆圆.桩~网新工法处理软土路基的原理与实践.北京交通管理干部学院学报, 2004,14(1):24-26
[71]邓修甫,张琳.桩网二元组合在加固软基中的应用研究.工程地质学报,2003,11(3):285-287
[72]鲁长亮,黄生文,朱树彬.桩承土工加筋复合地基设计探讨.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,258-263
[73]孙文怀,董金玉,杨传喜等.桩承土工合成材料复合地基的研究.工程勘察,2004,(6):7-9
[74]于延寿,张卉,饶为国.土工合成材料加固软土路堤的力学分析.铁道标准设计, 2002,(8):45-46
[75]牛志荣主编.地基处理技术及工程应用.北京:中国建材工业出版社,470-472
[76]陈昌富,肖淑君.双向增强组合型复合地基承载力计算方法.湖南大学学报(自然科学版),2005,32(6增):128-131
[77] Cheng C F, Yang Y. Research on bearing capacity of geosynthetic-reinforced and pile-supported earth platforms over soft soil and analysis of its affecting factors. In: proceedings of the GeoShanghai International Conference 2006, New York: ASCE publications, 2006, 115-123
[78]杨宇.双向增强体复合地基承载性能研究[湖南大学博士学位论文].长沙:湖南大学,2006
[79] ZHANG Ling, ZHAO Ming-hua, HE Wei. Working mechanism of two-direction reinforced composite foundation. Journal of Central South University of Technology.2007,14(4):589-594
[80] Collin J G, Watson C H, Han J. Column-supported embankment solves time constraint for new road construction. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 1-10
[81] Han J, Collin J G. Geosynthetic support system over pile foundations. In: proceedings of the 18th geosynthetic research institute (GRI) conference: geosynthetic research and development in progress, New York: ASCE publications, 2005,24-26
[82]饶为国,江辉煌,侯庆华.桩-网复合地基工后沉降的薄板理论解[J].水利水报,2002,4(4):23-27
[83]饶为国,赵成刚.复合地基工后沉降的薄板变形模拟[J].应用力学学报,2002,19(2):133-137
[84]饶为国,杜文锋,罗卫东,张铁立.三点法推算桩—网复合路基工后沉降量.公路,2001, 45(6):92-94
[85]许峰,陈仁朋,陈云敏等.桩承式路堤的工作性状分析.浙江大学学报(工学版),2005,39(9):1393-1399
[86]陈仁朋,许峰,陈云敏等.软土地基上刚性桩-路堤共同作用分析.中国公路学报, 2005,18(3):7-13
[87] Barron R.A. Consolidation of fine grained soils by drain wells. Transactions, American society of civil Engineers, 1948,113:718-754
[88] Yoshikuni H, Nakanodo H. Consolidation of soils by vertical drain wells with finite permeability. Soils and Foundations, 1974,14(2), 35-46
[89] Zeng G.X., Xie K.H. and Shi Z.Y. Consolidation analysis of sand-drained ground by FEM. Proc.8th ARCSMFE. Kyoto, 1987,Vol.1: 139-142
[90]谢康和,曾国熙.等应变条件下的砂井地基固结解析理论.岩土工程学报,1989,11(2),3-17
[91]谢康和.复合地基固结理论研究现状与发展.地基处理.1993(a),4(3):1-14
[92]钱家欢,赵维炳.真空预压砂井地基固结分析的半解析方法.中国科学(A辑),1988,4:439-448
[93]刘兴旺,谢康和等.竖向排水井地基粘弹性固结解析理论.土木工程学报,1998,31(1):10-19
[94] Tang X W, ONITSUKA K. Rigorous solution of Consolidation by vertical drains under time dependent loading. Proceedings of the 4th International Conference on Civil Engineering. Tehran, I.R.Iran.1997(c):81-90
[95] Tang X W. Consolidation by vertical drains under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 2000,24(9): 739-751
[96] Chin J.L.Equal strain consolidation by vertical drains. Journal of Geotechnical and Geoenvironmental Engineering,130(3),316-327
[97] HAN Jie, YE Shu-lin. A simplified solution for the consolidation rate of stone column reinforced foundations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001, 127(7): 597–603
[98] HAN Jie, YE Shu-lin. A theoretical solution for consolidation rates of stonecolumn-Reinforced foundations accounting for smear and well resistance effects[J].The International Journal of Geomechanics, 2002,2(2):135-151
[99]韩杰,叶书麟.碎石桩复合地基的有限元分析.岩土工程学报,1992,14(增刊):13-19
[100]王瑞春,谢康和.考虑应力集中效应的散体材料桩复合地基固结解析分析[J].科技通报,2001,17(5): 26-31
[101]王瑞春,谢康和.双层散体材料桩复合地基固结解析理论[J].岩土工程学报,2001,23(4):418-422
[102]王瑞春,谢康和.双层散体材料桩复合地基固结普遍解析解[J].中国公路学报,2002,15(3):35-37
[103]王瑞春,谢康和,唐晓武.未打穿散体材料桩复合地基固结解析研究[J].公路交通科技,2004,21(6):12-16
[104]徐洋,谢康和,何丽波等.三维复合模型及其在散体桩复合地基分析中的应用[J].岩石力学与工程学报,2004,23(20):3405-3412
[105]张玉国,谢康和,应宏伟等.双面半透水边界的散体材料桩复合地基固结分析[J].岩土工程学报,2005,27(3):304-307
[106]邢皓枫,龚晓南,杨晓军.碎石桩复合地基固结简化分析[J].岩土工程学报,2005,27(5):521-524
[107]邢皓枫,龚晓南,杨晓军.碎石桩加固双层地基固结简化分析[J].岩土力学,2006,27(10):1739-1742
[108]邢皓枫,复合地基固结性状研究,[浙江大学博士学位论文].杭州:浙江大学,2005
[109]陈蕾,刘松玉,洪振舜.排水粉喷桩复合地基固结计算方法的探讨[J].岩土工程学报,2007,2(29):198-203
[110] Han J, Gabr M A. Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil. ASCE,J. of Geotechnical and Geoenvironmental Engineering, 2002,128(1):44-53
[111] Han J, Huang J, Porbaha A. 2D numerical modeling of a constructed geosynthetic-reinforced embankment over deep mixed columns. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 52-62
[112]闫澍旺,周宏杰,崔溦等.水泥土桩与土工格栅联合加固沟谷软基机理研究.岩土力学,2005,26(4):633-637
[113]晏莉.桩承土工合成材料加筋垫层复合地基作用机理数值分析[长沙理工大学硕士学位论文].长沙:长沙理工大学,2004
[114]孙献国.粉喷桩与土工格栅联合加固技术的数值模拟分析研究.公路交通科技,2004,21(5):47-49
[115]姜燕玲.粉喷桩与土工格栅联合加固技术理论研究与计算[山东大学硕士学位论文].济南:山东大学,2003
[116]陈昌富.组合型复合地基加固机理及仿生智能优化分析计算方法研究[浙江大学博士后研究报告].杭州:浙江大学,2005,1-154
[117]曹荣旭.桩承土工合成材料复合地基的数值模拟研究.山西建筑,2004,30(8):33-34
[118]姜燕玲.粉喷桩与土工格栅联合加固技术有限元计算方法中的几个问题.山东轻工业学院学报,2002,16(4):21-24
[119]陈仁朋,贾宁,陈云敏.桩承式加筋路堤受力机理及沉降分析.岩石力学与工程学报,2005,24(23):4358-4367
[120] Belytschko T, Krongauz Y, Organ D et al. Meshless methods: An overview and recent developments. Journal of Computer methods in Applied Mechanics and Engineering, 1996, 139: 3-47
[121] Li S, Liu W K. Meshfree and particle methods and their applications. Application Mechanics Review, 2002, 55(1): 1-34
[122] Atluri S N, Zhu T. A new meshless local Petrov-Galerkin(MLPG) approach in computational mechanics. Journal of Computational Mechanics, 1998,22: 117-127
[123]张雄,宋祖康,陆明万.无网格法的研究进展及其应用.计算力学学报, 2003, 20(6): 730-742
[124] Zhang X, Lu M W, Wegner J L. A 2-D meshless model for jointed rock structures. International Journal for Numerical Methods in Engineering, 2000,47(10): 1649-1661
[125]周维垣,寇晓东.无单元法及其工程应用.力学学报, 1998, 30(2): 193-202
[126]庞作会,葛修润,王水林.无网格迦辽金法(EFGM)在边坡开挖问题中的应用.岩土力学, 1999, 20(1): 61-64
[127]庞作会,葛修润,王水林.无网格迦辽金法(EFGM)在边坡开挖问题中的应用.岩土力学, 1999, 20(1): 61-64
[128]龙述尧,许敬晓.弹性力学问题的局部边界积分方程方法.力学学报, 2000, 32(5) :566-578
[129]张建辉,邓安福.无单元法在筏板基础计算中的应用.岩土工程学报,1999,21(6):691-695
[130]栾茂田,田荣,杨庆等.有限覆盖无单元法在岩土类弱拉型材料摩擦接触问题中的应用.岩土工程学报, 2002, 24(2): 137-141
[131]李卧东,王元汉,陈晓波.无网格法在断裂力学中的应用.岩石力学与工程学报, 2001, 20(4): 462-464
[132]王志亮.无单元伽辽金法解固结问题.岩石力学与工程学报,2004,23(7):1141-1145
[133]邹新军.基桩屈曲稳定分析的理论与试验研究:[湖南大学博士学位论文].长沙:湖南大学土木工程学院, 2005
[134]汪优.高桥墩桩基稳定性分析及其优化设计研究:[湖南大学博士学位论文].长沙:湖南大学土木工程学院, 2007
[135]姚琪阳.碎石桩复合地基承载机理及优化设计研究:[湖南大学硕士学位论文].长沙:湖南大学土木工程学院,2004
[136]赵明,赵明华,陈昌富.确定碎石桩复合地基桩土应力比的一种新方法[J].湖南大学学报:自然科学版,2002,29(2):112-116
[137]刘杰,张可能.碎石桩复合地基桩土应力比分析.中南大学学报:自然科学报,2002,33(5):457-461
[138]刘杰,张可能.碎石桩复合地基若干问题的理论分析.力学与实践,2003,25(5):44-47
[139]刘杰,张可能.碎石桩复合地基若干问题的理论分析.铁道工程学报,2003,78(2):27-32
[140]赵明华,杨明辉,吴亚中,等.土工格室+碎石桩复合地基承载机理及其试验研究.公路交通科技,2005,22(1):6-10
[141] Wang M C, Feng Y X, Jao M. Stability of geosynthetic- reinforced soil above a cavity. Geotextiles and Geo- mem-branes, Elsevier, 1996, 14:95-109
[142]赵明华,陈艳平,陈昌富,等.土工格室+碎石垫层结构体的稳定性分析.湖南大学学报(自然科学版),2003, 30(2):68-72
[143] G. Madhavi Latha1, K. Rajagopal2, N. R. Krishnas- wamy. Experimental and Theoretical Investigations on Geocell-Supported Embankments. International Journal of Geomechanics, ASCE, 2006,6(1):30-35
[144] Michael T. Adams, James G. Collin. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations. Journal of Geotechnical and Geoenviron-mental Engineering, ASCE, 1997,123(1):66-72
[145]李力,傅舰锋.土工格室作用机理与应用研究现状.山西交通科技,2003,(A01):63-65
[146]苏谦,蔡英.土工格栅、格室加筋砂垫层大模型试验及抗变形能力分析.西南交通大学学报,2001,36(2):176-180
[147]李强,郑健龙.桩承土工格网褥垫层的承载特性与设计计算[J].公路.2005.5:6-9
[148]王家远,黄杰台.碎石桩复合地基承载力与沉降若干问题.土工基础,1996,10(1):1-7
[149]龚晓南.复合地基设计和施工指南.北京:人民交通出版社,2003:106-108
[150]龚晓南.复合地基引论(二).地基处理,1991, 2(4): 1-11
[151]吴家龙.弹性力学.上海:同济大学出版社,2002:387-388
[152]张福海,俞仲泉.平面应变条件下土工格室加筋垫层的变形分析.岩土力学,2005,26(增刊):241-243
[153]李海芳,龚晓南.填土荷载下复合地基加固区压缩量的简化算法.固体力学学报,2005,26(1):111-114
[154] Selvadurai A P S著.土与基础相互作用的弹性分析.范文田等,译.北京:中国铁道出版社,1984:151-156
[155]宰金珉,宰金璋著.高层建筑基础分析与设计.北京:中国建筑工业出版社, 1993:53-62
[156]龙驭球.弹性地基梁的计算.北京:人民教育出版社,1981
[157] Cooke R W. The settlement of friction pile foundation. Proc. Conf. Tall Buildings, Kuala Lumpur. 7-19,1974
[158] Cooke R W et al. Jacked piles in London clay: a study of load transfer and settlement under working condition.Geotechnique,Vol.29,No.2:113-147,1979
[159]董建国,赵锡宏著,高层建筑地基基础——共同作用理论与实践.上海:同济大学出版社,1997
[160] Randolph, M. F. and Worth, C.P. Analysis of deformation of vertically loaded piles. J. Geotech. Eng.Div,ASCE, 1978,104(12):1465-1488
[161] Cook R W et al. Jacked piles in London Clay: Interaction and Groups Behavior under Working Conditions. Geotechnique. 1980.30(2):97-136
[162]施鸣升.沉入粘性土中桩的挤土效应探讨.建筑结构学报. 1983,4(1):60-71
[163] API Recommended Practice for Planning, Design and Constructing Fixed Offshore Platforms, 11th Ed. Jan.1980
[164]吴家龙.弹性力学.上海:同济大学出版社,2002:324-325
[165] Poulos H G & Davis E H. Pile foundation analysis and design. New York: Wiley, 1980
[166] Mylonakis G, Gazetas G. Settlement and additional internal forces of gouped piles in layered soil. Geotechnique, 1998,48(1): 55-72
[167]赵明华,张玲,杨明辉.基于剪切位移法的长短桩复合地基沉降计算.岩土工程学报, 2005, 27(9): 994-998
[168]张定.散体材料桩复合地基的沉降分析与计算.铁道学报,1980,20(6):98-104
[169] Lancasrer P, Salkauskas K. Surfaces generated by moving least squares methods. Journal of Mathmatical Computation, 1981, 37(155):141-158
[170] Nayroles B, Touzot G, Villon P. Generalizing the finite element method: diffuse approximation and diffuse elements. Journal of Computational Mechanics, 1992, 10: 307-318
[171] Belytschko T, Lu Y Y, Gu L. Element free Galerkin methods. Journal of Computer methods in Applied Mechanics and Engineering,1994, 37: 229-256
[172]刘振华,刘建新,庞承宗.静电场无网格方法中权函数的研究.华北电力大学学报,2003,30(1):18-21
[173]周小平.对进一步发展无单元法的几点设想.福州大学学报, 2001, 29(3): 84-87
[174]刘欣,朱德懋,陆明万,张雄.基于流形覆盖思想的无网格方法的研究.计算力学学报, 2001, 18(1): 21-27
[175]张雄,刘岩.无网格法.北京:清华大学出版社, 2004
[176] Lu Y Y, Belytschko T, Gu L. A new implementation of the element-free Galerkin method. Journal of Computer Methods in Applied Mechanics and Engineering,1994, 113: 397-414
[177] Krongauz Y , Belytschko T. Enforcement of essential boundary conditions in meshless approximations using finite elements. Journal of Computer methods in Applied Mechanics and Engineering, 1996, 131: 133-145
[178] Belytschko T, Organ D, Krongauz Y. A coupled finite element-element free Galerkin method. Journal of Computational Mechanics,1995, 17: 186-195
[179] Zhu T, Atluri S N. A modified collocation method and a penalty formulation for Enforcing the essential boundary conditions in the element free Galerkin method. Journal of Computational Mechanics, 1998, 21: 211-222
[180] William Barry, Sunil Saigal. Three-dimensional Element-Free Galerkin elastic and elastoplastic formulation. Journal of Numerical Methods in Engineering, 1999,46(5):671-693
[181] Gavete L, Benito J J, Falcon S, Ruiz A. Implementation of essential boundary conditions in a meshless method. Communications in Numerical Methods in Engineering, 2000,16:409-421
[182] Zhang X, Liu X, Lu X W, Chen Y. Imposition of essential boundary conditions in a meshless method. Communications in Numerical Methods in Engineering,2001,17: 165-178
[183] Arthur P. Boresi, Ken P. Chong, and Sunil Saigal著.叶志明,杨骁,朱怀亮译.工程力学中的近似解方法.北京:高等教育出版社,2005
[184] Krysl P and Belytschko T. Element free Galerkin method: convergence of the continuous and discontinuous shape function. Journal of Computer Methods in Applied Mechanics and Engineering, 1997, 148(3): 257-277
[185] Organ D, Fleming M, Terry T and Belytschko T. Continuous meshless approximation for nonconvex bodies by diffraction and transparency. Journal of Computational Mechanics, 1996, 18(3): 225-235
[186] Belytschko T, Krongauz Y, Fleming M etc. Smooth and accelerated computations in element-free Galerkin method. Journal of Computer Methods in Applied Mechanics and Engineering,1996,74:111-126
[187] Organ D, Fleming M, Terry T etc. Continuous meshless approximations for nonconvex bodies by diffraction and transparency. Computational Mechanics,1996,18:225-235
[188] Cordes L W, Moran D. Treatment of material discontinuity in the element free Galerkin method. Journal of Computer methods in Applied Mechanics and Engineering, 1996,139: 75-89
[189] Krongauz Y, Belytschko T.EFG Approximation with discontinuous derivatives, Int. J. Numer. Meth. Engng. ,1998,41:1215-1233
[190]赵明华.桥梁桩基计算与检测.北京:人民交通出版社,2000.
[191]张建辉,邓安福.无单元法在地基板基础计算中的应用.岩土工程学报,1999,21(6):691-695
[192]张建辉,邓安福.无单元法在弹性地基板计算中的应用.重庆建筑大学学报,1999,21(2):84-88.
[193]张建辉,邓安福.基于正交基函数的薄板弯曲无单元法MLS导函数及其应用.计算力学学报, 2003,20(3):355-360
[194]熊渊博,龙述尧,李光耀.弹性地基板分析的局部Petrov-Galerkin方法.土木工程学报,2005,38(11):79-83
[195]熊渊博,龙述尧.用无网格局部分Petrov-Galerkin方法分析Winkler弹性地基板.湖南大学学报(自然科学版),2004,31(4):101-105
[196]生跃,黄义.双参数弹性地基上自由边矩形板.应用数学和力学,1987,8(4):317-329
[197]季求知,曲庆章.双参数弹性地基上四边自由矩形板问题.青岛建筑工程学院学报,1996,17(3):85-93
[198]葛析声,龚晓南等.长短桩复合地基有限元分析及设计计算方法探讨.建筑结构学报, 2003,24(4):91-96
[199]顾晓鲁,铁鸿缙,刘惠珊,等.地基与基础(第3版).北京:中国建筑工业出版社,2003:395
[200]张爱军,谢定义.复合地基三维数值分析.北京:科学出版社,2004: 49-61
[201]徐挺.相似理论与模型试验.北京:中国农业机械出版社,1982.
[202]江守一郎等.模型实验理论和应用.北京:科学出版社,1984
[203] Glenn Murphy. Similitude in Engineering. New York: The Ronald Press Company, 1950, 1-3
[204]白占平,曹兰柱,白润才.相似材料配比的正交试验研究.露天采煤技术,1996,(3): 22-23
[205]彭海明,彭振斌,韩金田等.岩性相似材料研究.广东土木与建筑,2002, 12(12): 13-17
[206]张荣,杨有海.土工格室处理盐渍土、湿地、沼泽地区软弱地基试验研究研究报告.铁道部结合工程的科研试验项目,1998
[2]杨宇,陈昌富,陈砚祥.双向复合地基研究现状及展望.南华大学学报(理工版),2003,17(4):25-28
[3] Whyte D. The overriding aspects of the design of geosynthetic-reinforced pile supported embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 29-41
[4] Chew S H, Phoon H L, Loke K H, et al. Geotextile reinforced piled embankment for highway bridges. In: proceedings of 8th International Conference on Applications of Advanced Technologies in Transportation Engineering. New York: ASCE publications, 2004, 438-443
[5] Stewart M E, Filz G M. Influence of Clay compressibility on geosynthetic loads in bridging layers for column-supported embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 11-25
[6] Naughton P J, Kempton G T. Comparison of analytical and numerical analysis design for piled embankments. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 42-51
[7]饶为国.桩-网复合地基沉降机理及设计方法研究[北京交通大学博士学位论文].北京:北京交通大学,2002
[8]饶为国.桩-网复合地基原理及实践.北京:中国水利水电出版社,2004,31-119
[9]陈艳平.土工格室碎石垫层+碎石桩复合地基模型试验研究[湖南大学硕士学位论文].长沙:湖南大学,2003
[10]杨明辉,王娟,赵明华.土工格室+碎石桩复合地基承载机理及承载力计算方法探讨.中南公路工程,2005,30(4):5-8
[11]苏传政.粉喷桩加土工格栅复合地基处理施工技术.葛洲坝集团科技,2001,15(2):6-9
[12]熊良根.粉喷桩加土工格栅复合地基处理施工技术浅析.铜业工程,2003,(3):73-74
[13]朱梅生.软土地基.北京:中国铁道出版社,1989,395-397
[14] Jones C J F P, Lawson C R, Ayres D J(祁思明,魏新江译).土工织物加筋的桩承堤.地基处理,1991,2(5):52-58
[15] Han J, Akins K. Use of geogrid-reinforced and pile-supported earth structures. Proceeding of International Deep Foundation Congress. Fernando, 2002.668-679
[16] Reinaldo V M, Shao Y. Geogrid-reinforced and pile-supported roadway embankment. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 26-28
[17]张建勋,陈福全,简洪钰.桩承土工织物加筋地基的研究与工程应用综述.福建工程学院学报,2003,1(3):10-15
[18]浙江省交通规划设计院,浙江大学岩土工程研究所,浙江省交通工程建设集团有限公司等.深厚软基高速公路拓宽工程关键技术研究(研究报告).杭州:浙江省交通规划设计院,2005,1-148
[19]贾宁.软土地基高速公路拓宽的沉降性状及处理研究[浙江大学博士学位论文].杭州:浙江大学,2004,1-125
[20]陈宏友,李彬.桩承土工合成材料复合地基在潭邵高速公路软基处理中的应用.中南公路工程,2002,27(1):40-41
[21]陈昌富,赵明华,杨宇等.土工格室+碎石桩复合地基加固机理及受力特性研究.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,237-241
[22]杨明辉,赵明华,吴亚中等.土工格室垫层+碎石桩复合地基承载机理及设计方法研究.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,242-247
[23]张元进,陈建华.粉喷桩与土工合成材料加筋垫层联合处理明渠软土地基.广东水利水电, 2002,4(3):47-49
[24]孙献国,张思峰,陈文.粉喷桩与土工格栅联合加固技术的现场试验研究.山东大学学报(工学版),2004,35(4):72-75
[25]戴耀中,黎军.格栅(网)碎石桩综合处理软基的设计与讨论.湖南交通科技,2001,27(3):12-14
[26]袁永强.浅谈采用短木桩加土工网碎石垫层处理挡墙软基.有色冶金设计与研究,2003,24(3):39-42
[27]杜璇,王军民,容浩萍.土工格栅结合振冲碎石桩加固液化地基的效果分析.铁道标准设计,2001,21(10):51-52
[28]谢前军,刘曌.水泥粉喷桩在桥台后过渡段软基处理中的应用.路基工程,2002,25(4):40-43
[29]赵德海,杜强.水泥粉喷桩在桥台后过渡段软基处理中的应用.建筑技术,2003,5(7):61-62
[30]蒋肼.土工格栅砂垫层和粉煤灰混凝土碎石桩对桥头软基的加固技术.石家庄铁道学院学报,2005,18(增):77-79
[31]邵军.土工膜与砂桩复合处理软基的理论和实践.西部探矿工程,1999,11(3):16-17
[32]郑忠勤,谭祖保,胡汉忠.用粉喷桩土工格网加固永丰营车站深层软土路基的施工技术.路基工程,2000,23(3):58-61
[33]陈红萍,李强,李叔云.桩承土工格网垫层在软基处理中的应用.湖南交通科技,2000,26(2):15-16
[34] Brauns J. Die anfangstraglast von schottersaulen in bindingen undergrund. Die Bautechnik, 1978, 55(8):263-271
[35]盛崇文..软土地基用碎石桩加固后的极限承载力计算.水利水运科学研究, 1980,2(2):1-9
[36]何广讷.复合地基中散体材料桩极限承载力的计算.见:中国土木工程学会第八届土力学及岩土工程学术会议论文集.南京:万国学术出版社,1999,21-24
[37]郭尉东,钱鸿缙.振冲碎石桩地基承载力计算的若干途径.地基处理,1990,1(1):38-46
[38]杨有海.加筋碎石桩的承载力分析.岩土工程学报, 1993,15(5):107-112
[39]王剑平,李景林,曹国兴等.一个振冲碎石桩单桩承载力的经验公式.岩土工程学报, 2002,24(4):496-498
[40]王盛源,张迎春,关锦荷.碎石桩及其复合体的大型剪切试验.土木工程学报, 2002,35(5):75-78
[41]刘杰.复合地基中垫层技术及桩土相互作用.[中南大学博士学位论文].长沙:中南大学,2003
[42]段继伟,龚晓南,曾国熙.水泥搅拌桩的荷载传递规律.岩土工程学报, 1994,16(4):1-8
[43]叶关宝,叶书麟.水泥土搅拌桩加固软基的试验研究.同济大学学报, 1995,23(3):270-275
[44]阎明礼,吴春林,杨军.水泥粉煤灰碎石桩复合地基实验研究.岩土工程学报, 1996,18(2):55-62
[45]郑刚,顾晓鲁.水泥搅拌桩荷载传递机理研究.土木工程学报, 2002,35(5):82-86
[46]郑刚,王常祥,顾晓鲁.软土中超长水泥搅拌桩复合地基承载力研究.岩土工程学报, 2002,24(6):675-679
[47]秦然,陈征宙,董平.水泥土桩复合地基桩土应力比的一种解析算法.岩土力学, 2001,22(1):96-98
[48]吴慧明,龚哓南.刚性基础与柔性基础下复合地基模型试验对比研究.土木工程学报, 2001,34(5) :81-84
[49]马海龙,陈云敏水泥土桩长等对承载力及模量影响的定量分析.岩土工程学报, 2003,25(6):720-723
[50]刘吉福.路堤下复合地基桩、土应力比分析.岩石力学与工程学报, 2003,22(4):674-677
[51]马克生,梁仁旺,白晓红.水泥搅拌桩复合地基承载力的试验确定.岩石力学与工程学报, 2004,23(15): 2652-2654
[52]吴雄志.水泥土桩单桩荷载传递及临界桩长研究.岩土力学, 2004,25(9):1491-1494
[53]徐洋,谢康和,刘干斌,等.复合双层地基的极限承载力计算.土木工程学报, 2004,37(4):82-86
[54]宰金珉.桩土明确分担荷载的复合桩基及其设计方法.建筑结构学报, 1995, 16(4):66-74
[55]陈东佐,梁仁旺.CFG桩复合地基的试验研究.建筑结构学报, 2002,23(4):71-74
[56]池跃君,宋二祥,陈肇元.刚性桩复合地基沉降计算方法的探讨及应用.土木工程学报, 2003,36(1): 19-23
[57]池跃君,宋二祥,金淮等.刚性桩复合地基应力场分布的试验研究.岩土力学, 2003,24(3):339-343
[58]朱世哲,徐日庆,杨晓军,王景春.带垫层刚性桩复合地基桩土应力比的计算与分析.岩土力学, 2004,25(5): 814-817, 823
[59] Binquet J. Bearing capacity tests on reinforced earth slabs. ASCE, J. of Geotechnical Engineering, 1975,101(GT12):1241-1255
[60] Binquet J, Lee K L. Bearing capacity analysis of reinforced earth slabs. ASCE, J. of Geotechnical Engineering, 1975,101(GT12):1257-1276
[61]胡幼常.土工格栅加固道路软基的试验研究.岩土力学,1996,17(2):76-80
[62]徐少曼,洪昌华.考虑加筋垫层的堤坝下软基稳定分析法.土木工程学报,2000,33(4):88-92
[63]徐少曼,林瑞良,康进王.提高路堤下软基土工织物加筋效果的综合措施.中国公路学报,2003,16(2):42-44,69
[64] Shen Z J. Limit analysis of soft ground reinforced by geosynthetics. J. of Geotechnical engineering,1998,20(4):82-86
[65]黄仙枝,白晓红.土工带加筋碎石土的抗剪强度特性研究.岩土力学,2005,26(9):1463-1468
[66]王协群.土工合成材料加筋地基的极限平衡设计与加筋材料的研究[武汉理工大学博士学位论文].武汉:武汉理工大学,2003,101-105
[67]喻泽红,邹银生,王贻荪.加筋地基竖向位移分析.工程力学,2004,21(5):72-76
[68]李强.桩承土工格网复合地基处治机理与设计方法研究[长沙理工大学硕士学位论文].长沙:长沙理工大学,2003
[69]饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报,2002,35(2):74-80
[70]赵圆圆.桩~网新工法处理软土路基的原理与实践.北京交通管理干部学院学报, 2004,14(1):24-26
[71]邓修甫,张琳.桩网二元组合在加固软基中的应用研究.工程地质学报,2003,11(3):285-287
[72]鲁长亮,黄生文,朱树彬.桩承土工加筋复合地基设计探讨.见:第八届全国地基处理学术讨论会论文集.合肥:合肥工业大学出版社,2004,258-263
[73]孙文怀,董金玉,杨传喜等.桩承土工合成材料复合地基的研究.工程勘察,2004,(6):7-9
[74]于延寿,张卉,饶为国.土工合成材料加固软土路堤的力学分析.铁道标准设计, 2002,(8):45-46
[75]牛志荣主编.地基处理技术及工程应用.北京:中国建材工业出版社,470-472
[76]陈昌富,肖淑君.双向增强组合型复合地基承载力计算方法.湖南大学学报(自然科学版),2005,32(6增):128-131
[77] Cheng C F, Yang Y. Research on bearing capacity of geosynthetic-reinforced and pile-supported earth platforms over soft soil and analysis of its affecting factors. In: proceedings of the GeoShanghai International Conference 2006, New York: ASCE publications, 2006, 115-123
[78]杨宇.双向增强体复合地基承载性能研究[湖南大学博士学位论文].长沙:湖南大学,2006
[79] ZHANG Ling, ZHAO Ming-hua, HE Wei. Working mechanism of two-direction reinforced composite foundation. Journal of Central South University of Technology.2007,14(4):589-594
[80] Collin J G, Watson C H, Han J. Column-supported embankment solves time constraint for new road construction. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 1-10
[81] Han J, Collin J G. Geosynthetic support system over pile foundations. In: proceedings of the 18th geosynthetic research institute (GRI) conference: geosynthetic research and development in progress, New York: ASCE publications, 2005,24-26
[82]饶为国,江辉煌,侯庆华.桩-网复合地基工后沉降的薄板理论解[J].水利水报,2002,4(4):23-27
[83]饶为国,赵成刚.复合地基工后沉降的薄板变形模拟[J].应用力学学报,2002,19(2):133-137
[84]饶为国,杜文锋,罗卫东,张铁立.三点法推算桩—网复合路基工后沉降量.公路,2001, 45(6):92-94
[85]许峰,陈仁朋,陈云敏等.桩承式路堤的工作性状分析.浙江大学学报(工学版),2005,39(9):1393-1399
[86]陈仁朋,许峰,陈云敏等.软土地基上刚性桩-路堤共同作用分析.中国公路学报, 2005,18(3):7-13
[87] Barron R.A. Consolidation of fine grained soils by drain wells. Transactions, American society of civil Engineers, 1948,113:718-754
[88] Yoshikuni H, Nakanodo H. Consolidation of soils by vertical drain wells with finite permeability. Soils and Foundations, 1974,14(2), 35-46
[89] Zeng G.X., Xie K.H. and Shi Z.Y. Consolidation analysis of sand-drained ground by FEM. Proc.8th ARCSMFE. Kyoto, 1987,Vol.1: 139-142
[90]谢康和,曾国熙.等应变条件下的砂井地基固结解析理论.岩土工程学报,1989,11(2),3-17
[91]谢康和.复合地基固结理论研究现状与发展.地基处理.1993(a),4(3):1-14
[92]钱家欢,赵维炳.真空预压砂井地基固结分析的半解析方法.中国科学(A辑),1988,4:439-448
[93]刘兴旺,谢康和等.竖向排水井地基粘弹性固结解析理论.土木工程学报,1998,31(1):10-19
[94] Tang X W, ONITSUKA K. Rigorous solution of Consolidation by vertical drains under time dependent loading. Proceedings of the 4th International Conference on Civil Engineering. Tehran, I.R.Iran.1997(c):81-90
[95] Tang X W. Consolidation by vertical drains under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 2000,24(9): 739-751
[96] Chin J.L.Equal strain consolidation by vertical drains. Journal of Geotechnical and Geoenvironmental Engineering,130(3),316-327
[97] HAN Jie, YE Shu-lin. A simplified solution for the consolidation rate of stone column reinforced foundations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001, 127(7): 597–603
[98] HAN Jie, YE Shu-lin. A theoretical solution for consolidation rates of stonecolumn-Reinforced foundations accounting for smear and well resistance effects[J].The International Journal of Geomechanics, 2002,2(2):135-151
[99]韩杰,叶书麟.碎石桩复合地基的有限元分析.岩土工程学报,1992,14(增刊):13-19
[100]王瑞春,谢康和.考虑应力集中效应的散体材料桩复合地基固结解析分析[J].科技通报,2001,17(5): 26-31
[101]王瑞春,谢康和.双层散体材料桩复合地基固结解析理论[J].岩土工程学报,2001,23(4):418-422
[102]王瑞春,谢康和.双层散体材料桩复合地基固结普遍解析解[J].中国公路学报,2002,15(3):35-37
[103]王瑞春,谢康和,唐晓武.未打穿散体材料桩复合地基固结解析研究[J].公路交通科技,2004,21(6):12-16
[104]徐洋,谢康和,何丽波等.三维复合模型及其在散体桩复合地基分析中的应用[J].岩石力学与工程学报,2004,23(20):3405-3412
[105]张玉国,谢康和,应宏伟等.双面半透水边界的散体材料桩复合地基固结分析[J].岩土工程学报,2005,27(3):304-307
[106]邢皓枫,龚晓南,杨晓军.碎石桩复合地基固结简化分析[J].岩土工程学报,2005,27(5):521-524
[107]邢皓枫,龚晓南,杨晓军.碎石桩加固双层地基固结简化分析[J].岩土力学,2006,27(10):1739-1742
[108]邢皓枫,复合地基固结性状研究,[浙江大学博士学位论文].杭州:浙江大学,2005
[109]陈蕾,刘松玉,洪振舜.排水粉喷桩复合地基固结计算方法的探讨[J].岩土工程学报,2007,2(29):198-203
[110] Han J, Gabr M A. Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil. ASCE,J. of Geotechnical and Geoenvironmental Engineering, 2002,128(1):44-53
[111] Han J, Huang J, Porbaha A. 2D numerical modeling of a constructed geosynthetic-reinforced embankment over deep mixed columns. In: proceedings of Contemporary Issues in Foundation Engineering, New York: ASCE publications, 2005, 52-62
[112]闫澍旺,周宏杰,崔溦等.水泥土桩与土工格栅联合加固沟谷软基机理研究.岩土力学,2005,26(4):633-637
[113]晏莉.桩承土工合成材料加筋垫层复合地基作用机理数值分析[长沙理工大学硕士学位论文].长沙:长沙理工大学,2004
[114]孙献国.粉喷桩与土工格栅联合加固技术的数值模拟分析研究.公路交通科技,2004,21(5):47-49
[115]姜燕玲.粉喷桩与土工格栅联合加固技术理论研究与计算[山东大学硕士学位论文].济南:山东大学,2003
[116]陈昌富.组合型复合地基加固机理及仿生智能优化分析计算方法研究[浙江大学博士后研究报告].杭州:浙江大学,2005,1-154
[117]曹荣旭.桩承土工合成材料复合地基的数值模拟研究.山西建筑,2004,30(8):33-34
[118]姜燕玲.粉喷桩与土工格栅联合加固技术有限元计算方法中的几个问题.山东轻工业学院学报,2002,16(4):21-24
[119]陈仁朋,贾宁,陈云敏.桩承式加筋路堤受力机理及沉降分析.岩石力学与工程学报,2005,24(23):4358-4367
[120] Belytschko T, Krongauz Y, Organ D et al. Meshless methods: An overview and recent developments. Journal of Computer methods in Applied Mechanics and Engineering, 1996, 139: 3-47
[121] Li S, Liu W K. Meshfree and particle methods and their applications. Application Mechanics Review, 2002, 55(1): 1-34
[122] Atluri S N, Zhu T. A new meshless local Petrov-Galerkin(MLPG) approach in computational mechanics. Journal of Computational Mechanics, 1998,22: 117-127
[123]张雄,宋祖康,陆明万.无网格法的研究进展及其应用.计算力学学报, 2003, 20(6): 730-742
[124] Zhang X, Lu M W, Wegner J L. A 2-D meshless model for jointed rock structures. International Journal for Numerical Methods in Engineering, 2000,47(10): 1649-1661
[125]周维垣,寇晓东.无单元法及其工程应用.力学学报, 1998, 30(2): 193-202
[126]庞作会,葛修润,王水林.无网格迦辽金法(EFGM)在边坡开挖问题中的应用.岩土力学, 1999, 20(1): 61-64
[127]庞作会,葛修润,王水林.无网格迦辽金法(EFGM)在边坡开挖问题中的应用.岩土力学, 1999, 20(1): 61-64
[128]龙述尧,许敬晓.弹性力学问题的局部边界积分方程方法.力学学报, 2000, 32(5) :566-578
[129]张建辉,邓安福.无单元法在筏板基础计算中的应用.岩土工程学报,1999,21(6):691-695
[130]栾茂田,田荣,杨庆等.有限覆盖无单元法在岩土类弱拉型材料摩擦接触问题中的应用.岩土工程学报, 2002, 24(2): 137-141
[131]李卧东,王元汉,陈晓波.无网格法在断裂力学中的应用.岩石力学与工程学报, 2001, 20(4): 462-464
[132]王志亮.无单元伽辽金法解固结问题.岩石力学与工程学报,2004,23(7):1141-1145
[133]邹新军.基桩屈曲稳定分析的理论与试验研究:[湖南大学博士学位论文].长沙:湖南大学土木工程学院, 2005
[134]汪优.高桥墩桩基稳定性分析及其优化设计研究:[湖南大学博士学位论文].长沙:湖南大学土木工程学院, 2007
[135]姚琪阳.碎石桩复合地基承载机理及优化设计研究:[湖南大学硕士学位论文].长沙:湖南大学土木工程学院,2004
[136]赵明,赵明华,陈昌富.确定碎石桩复合地基桩土应力比的一种新方法[J].湖南大学学报:自然科学版,2002,29(2):112-116
[137]刘杰,张可能.碎石桩复合地基桩土应力比分析.中南大学学报:自然科学报,2002,33(5):457-461
[138]刘杰,张可能.碎石桩复合地基若干问题的理论分析.力学与实践,2003,25(5):44-47
[139]刘杰,张可能.碎石桩复合地基若干问题的理论分析.铁道工程学报,2003,78(2):27-32
[140]赵明华,杨明辉,吴亚中,等.土工格室+碎石桩复合地基承载机理及其试验研究.公路交通科技,2005,22(1):6-10
[141] Wang M C, Feng Y X, Jao M. Stability of geosynthetic- reinforced soil above a cavity. Geotextiles and Geo- mem-branes, Elsevier, 1996, 14:95-109
[142]赵明华,陈艳平,陈昌富,等.土工格室+碎石垫层结构体的稳定性分析.湖南大学学报(自然科学版),2003, 30(2):68-72
[143] G. Madhavi Latha1, K. Rajagopal2, N. R. Krishnas- wamy. Experimental and Theoretical Investigations on Geocell-Supported Embankments. International Journal of Geomechanics, ASCE, 2006,6(1):30-35
[144] Michael T. Adams, James G. Collin. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations. Journal of Geotechnical and Geoenviron-mental Engineering, ASCE, 1997,123(1):66-72
[145]李力,傅舰锋.土工格室作用机理与应用研究现状.山西交通科技,2003,(A01):63-65
[146]苏谦,蔡英.土工格栅、格室加筋砂垫层大模型试验及抗变形能力分析.西南交通大学学报,2001,36(2):176-180
[147]李强,郑健龙.桩承土工格网褥垫层的承载特性与设计计算[J].公路.2005.5:6-9
[148]王家远,黄杰台.碎石桩复合地基承载力与沉降若干问题.土工基础,1996,10(1):1-7
[149]龚晓南.复合地基设计和施工指南.北京:人民交通出版社,2003:106-108
[150]龚晓南.复合地基引论(二).地基处理,1991, 2(4): 1-11
[151]吴家龙.弹性力学.上海:同济大学出版社,2002:387-388
[152]张福海,俞仲泉.平面应变条件下土工格室加筋垫层的变形分析.岩土力学,2005,26(增刊):241-243
[153]李海芳,龚晓南.填土荷载下复合地基加固区压缩量的简化算法.固体力学学报,2005,26(1):111-114
[154] Selvadurai A P S著.土与基础相互作用的弹性分析.范文田等,译.北京:中国铁道出版社,1984:151-156
[155]宰金珉,宰金璋著.高层建筑基础分析与设计.北京:中国建筑工业出版社, 1993:53-62
[156]龙驭球.弹性地基梁的计算.北京:人民教育出版社,1981
[157] Cooke R W. The settlement of friction pile foundation. Proc. Conf. Tall Buildings, Kuala Lumpur. 7-19,1974
[158] Cooke R W et al. Jacked piles in London clay: a study of load transfer and settlement under working condition.Geotechnique,Vol.29,No.2:113-147,1979
[159]董建国,赵锡宏著,高层建筑地基基础——共同作用理论与实践.上海:同济大学出版社,1997
[160] Randolph, M. F. and Worth, C.P. Analysis of deformation of vertically loaded piles. J. Geotech. Eng.Div,ASCE, 1978,104(12):1465-1488
[161] Cook R W et al. Jacked piles in London Clay: Interaction and Groups Behavior under Working Conditions. Geotechnique. 1980.30(2):97-136
[162]施鸣升.沉入粘性土中桩的挤土效应探讨.建筑结构学报. 1983,4(1):60-71
[163] API Recommended Practice for Planning, Design and Constructing Fixed Offshore Platforms, 11th Ed. Jan.1980
[164]吴家龙.弹性力学.上海:同济大学出版社,2002:324-325
[165] Poulos H G & Davis E H. Pile foundation analysis and design. New York: Wiley, 1980
[166] Mylonakis G, Gazetas G. Settlement and additional internal forces of gouped piles in layered soil. Geotechnique, 1998,48(1): 55-72
[167]赵明华,张玲,杨明辉.基于剪切位移法的长短桩复合地基沉降计算.岩土工程学报, 2005, 27(9): 994-998
[168]张定.散体材料桩复合地基的沉降分析与计算.铁道学报,1980,20(6):98-104
[169] Lancasrer P, Salkauskas K. Surfaces generated by moving least squares methods. Journal of Mathmatical Computation, 1981, 37(155):141-158
[170] Nayroles B, Touzot G, Villon P. Generalizing the finite element method: diffuse approximation and diffuse elements. Journal of Computational Mechanics, 1992, 10: 307-318
[171] Belytschko T, Lu Y Y, Gu L. Element free Galerkin methods. Journal of Computer methods in Applied Mechanics and Engineering,1994, 37: 229-256
[172]刘振华,刘建新,庞承宗.静电场无网格方法中权函数的研究.华北电力大学学报,2003,30(1):18-21
[173]周小平.对进一步发展无单元法的几点设想.福州大学学报, 2001, 29(3): 84-87
[174]刘欣,朱德懋,陆明万,张雄.基于流形覆盖思想的无网格方法的研究.计算力学学报, 2001, 18(1): 21-27
[175]张雄,刘岩.无网格法.北京:清华大学出版社, 2004
[176] Lu Y Y, Belytschko T, Gu L. A new implementation of the element-free Galerkin method. Journal of Computer Methods in Applied Mechanics and Engineering,1994, 113: 397-414
[177] Krongauz Y , Belytschko T. Enforcement of essential boundary conditions in meshless approximations using finite elements. Journal of Computer methods in Applied Mechanics and Engineering, 1996, 131: 133-145
[178] Belytschko T, Organ D, Krongauz Y. A coupled finite element-element free Galerkin method. Journal of Computational Mechanics,1995, 17: 186-195
[179] Zhu T, Atluri S N. A modified collocation method and a penalty formulation for Enforcing the essential boundary conditions in the element free Galerkin method. Journal of Computational Mechanics, 1998, 21: 211-222
[180] William Barry, Sunil Saigal. Three-dimensional Element-Free Galerkin elastic and elastoplastic formulation. Journal of Numerical Methods in Engineering, 1999,46(5):671-693
[181] Gavete L, Benito J J, Falcon S, Ruiz A. Implementation of essential boundary conditions in a meshless method. Communications in Numerical Methods in Engineering, 2000,16:409-421
[182] Zhang X, Liu X, Lu X W, Chen Y. Imposition of essential boundary conditions in a meshless method. Communications in Numerical Methods in Engineering,2001,17: 165-178
[183] Arthur P. Boresi, Ken P. Chong, and Sunil Saigal著.叶志明,杨骁,朱怀亮译.工程力学中的近似解方法.北京:高等教育出版社,2005
[184] Krysl P and Belytschko T. Element free Galerkin method: convergence of the continuous and discontinuous shape function. Journal of Computer Methods in Applied Mechanics and Engineering, 1997, 148(3): 257-277
[185] Organ D, Fleming M, Terry T and Belytschko T. Continuous meshless approximation for nonconvex bodies by diffraction and transparency. Journal of Computational Mechanics, 1996, 18(3): 225-235
[186] Belytschko T, Krongauz Y, Fleming M etc. Smooth and accelerated computations in element-free Galerkin method. Journal of Computer Methods in Applied Mechanics and Engineering,1996,74:111-126
[187] Organ D, Fleming M, Terry T etc. Continuous meshless approximations for nonconvex bodies by diffraction and transparency. Computational Mechanics,1996,18:225-235
[188] Cordes L W, Moran D. Treatment of material discontinuity in the element free Galerkin method. Journal of Computer methods in Applied Mechanics and Engineering, 1996,139: 75-89
[189] Krongauz Y, Belytschko T.EFG Approximation with discontinuous derivatives, Int. J. Numer. Meth. Engng. ,1998,41:1215-1233
[190]赵明华.桥梁桩基计算与检测.北京:人民交通出版社,2000.
[191]张建辉,邓安福.无单元法在地基板基础计算中的应用.岩土工程学报,1999,21(6):691-695
[192]张建辉,邓安福.无单元法在弹性地基板计算中的应用.重庆建筑大学学报,1999,21(2):84-88.
[193]张建辉,邓安福.基于正交基函数的薄板弯曲无单元法MLS导函数及其应用.计算力学学报, 2003,20(3):355-360
[194]熊渊博,龙述尧,李光耀.弹性地基板分析的局部Petrov-Galerkin方法.土木工程学报,2005,38(11):79-83
[195]熊渊博,龙述尧.用无网格局部分Petrov-Galerkin方法分析Winkler弹性地基板.湖南大学学报(自然科学版),2004,31(4):101-105
[196]生跃,黄义.双参数弹性地基上自由边矩形板.应用数学和力学,1987,8(4):317-329
[197]季求知,曲庆章.双参数弹性地基上四边自由矩形板问题.青岛建筑工程学院学报,1996,17(3):85-93
[198]葛析声,龚晓南等.长短桩复合地基有限元分析及设计计算方法探讨.建筑结构学报, 2003,24(4):91-96
[199]顾晓鲁,铁鸿缙,刘惠珊,等.地基与基础(第3版).北京:中国建筑工业出版社,2003:395
[200]张爱军,谢定义.复合地基三维数值分析.北京:科学出版社,2004: 49-61
[201]徐挺.相似理论与模型试验.北京:中国农业机械出版社,1982.
[202]江守一郎等.模型实验理论和应用.北京:科学出版社,1984
[203] Glenn Murphy. Similitude in Engineering. New York: The Ronald Press Company, 1950, 1-3
[204]白占平,曹兰柱,白润才.相似材料配比的正交试验研究.露天采煤技术,1996,(3): 22-23
[205]彭海明,彭振斌,韩金田等.岩性相似材料研究.广东土木与建筑,2002, 12(12): 13-17
[206]张荣,杨有海.土工格室处理盐渍土、湿地、沼泽地区软弱地基试验研究研究报告.铁道部结合工程的科研试验项目,1998
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |