岩质颗粒破碎试验研究进展
|
摘要
颗粒材料是土木、水利、交通等大型工程中广泛应用的一种建筑材料,在较大外力作用下会产生颗粒破碎现象,影响到工程的强度和变形要求。天然岩质颗粒材料由于其属性及加载方式等因素的影响,其破碎强度和破坏方式具有离散性和多样性的特征。在近百年曲折发展历程中,可将颗粒破碎问题研究划分为三个阶段:初步探索阶段、破碎现象描述阶段和广泛研究阶段。试验研究作为颗粒破碎问题研究的一种重要方法,可归纳为天然材料试验和人工材料模拟试验两类。通过整理两类研究方式的研究重点,讨论了现有方法存在的局限性,提出了基于颗粒破碎问题可能的研究方向。
Granular material is a kind of building material widely used in civil engineering,water conservancy,transportation and other large-scale projects. It will produce particle breakage under the action of large stress. Due to the influence of its properties and loading methods,the crushing strength and failure mode of natural rock particles have the characteristics of discreteness and diversity. In the course of nearly 100 years of research on particle breakage,it can be divided into three stages: initial exploration stage,fragmentation stage and extensive research stage. An important method of experimental study on particle breakage as a research problem,can be summarized as natural materials and artificial materials test simulation test of class two,through the study of key arrangement mode of two kinds of research,the limitations of existing method discussed,put forward the possible research direction of particle breakage problem based on.
Granular material is a kind of building material widely used in civil engineering,water conservancy,transportation and other large-scale projects. It will produce particle breakage under the action of large stress. Due to the influence of its properties and loading methods,the crushing strength and failure mode of natural rock particles have the characteristics of discreteness and diversity. In the course of nearly 100 years of research on particle breakage,it can be divided into three stages: initial exploration stage,fragmentation stage and extensive research stage. An important method of experimental study on particle breakage as a research problem,can be summarized as natural materials and artificial materials test simulation test of class two,through the study of key arrangement mode of two kinds of research,the limitations of existing method discussed,put forward the possible research direction of particle breakage problem based on.
引文
1孙其诚,王光谦.颗粒物质力学导论[M].北京:科学出版社,2009:1-19Sun Qicheng,Wang Guangqian.Introduction to granular matter mechanics[M].Beijing:Science Press,2009:1-19
2杨泽艳,周建平,苏丽群,等.300 m级高面板堆石坝适应性及对策研究综述[J].水利发电,2012,38(6):25-29Yang Zeyan,Zhou Jianping,Su Liqun,et al.A review of adaptability and countermeasures of 300 m high CFRD[J].Hydraulic Power Generation,2012,38(6):25-29
3蒋宇,葛修润,任建喜.岩石疲劳破坏过程中的变形规律及声发射特性[J].岩石力学与工程学报,2004,23(11):1810-1814Jiang Yu,Ge Xiurun,Ren Jianxi.Deformation law and acoustic emission characteristics of rock during fatigue failure[J].Journal of Rock Mechanics and Engineering,2004,23(11):1810-1814
4 Huang W X,Ren Q W,Sun D.A study of mechanical behavior of rock-fill materials with reference to particle crushing[J].Science China Technological Sciences,2007,50(1):125-135
5黄文竞.高应力条件下天然石英砂的颗粒破碎机理[J].中国水运,2007,7(5):28-29Huang Wenjing.Particle breaking mechanism of natural quartz sand under high stress[J].Waterborne China,2007,7(5):28-29
6 Alaei E,Mahboubi A.A discrete model for simulating shear strength and deformation behaviour of rockfill materia,considering the particle breakage phenomenon[J].Granular Matter,2012,14(6):707-717
7徐泽平,郭晨.巴西坎泼斯诺沃斯面板堆石坝的经验和教训[J].中国水利水电科学研究院学报,2007,5(3):233-240Xu Zeping,Guo Chen.Experience and lessons from the canpos novos concrete faced rockfill dam in Brazil[J].Journal of the Chinese Academy of Water Conservancy and Hydropower Sciences,2007,5(3):233-240
8张家铭,汪稔,张阳明,等.土体颗粒破碎研究进展[J].岩土力学,2003,24(增刊2):661-665Zhang Jiaming,Wang Ren,Zhang Yangming,et al.Advances in soil particle breakage[J].Geomechanics,2003,24(S2):661-665
9 Xie H.Fractals in rock mechanics[M].Netherlands:A A Balkema Publishers,1993
10谢和平,高峰,周宏伟,等.岩石断裂和破碎的分形研究[J].防灾减灾工程学报,2003,23(4):1-9Xie Heping,Gao Feng,Zhou Hongwei,et al.Fractal study of rock fracture and fracture[J].Journal of Disaster Prevention and Mitigation Engineering,2003,23(4):1-9
11张家铭.钙质砂基本力学性质及颗粒破碎影响研究[D].北京:中国科学院研究生院,2004Zhang Jiaming.Study on the basic mechanical properties of calcareous sand and the influence of particle breakage[D].Beijing:Graduate School of Chinese Academy of Sciences,2004
12 Griffith A A.Theory of rupture[C]//Proceedings of First International Conference in Applied Mechanics.Netherlands:Internation Union of Theory and Apply Mechanics,1924:55-63
13 Weibull W.A statistical distribution function of wide applicability[J].Applied Mechanics,1951,18:293-297
14 Jayatilaka A D S,Trustrum K.Statistical approach to brittle fracture[J].Journal of Materials Science,1977,12(7):1426-1430
15 Nakata Y,Kato Y,Hyodo M,et al.One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength[J].Géotechnique,2001,41(2):39-51
16 Mandelbrot B B.The fractal geometry of nature[M].New York:W H Freeman,1983
17徐金余,刘石.大理岩冲击加载试验碎块的分析特征分析[J].岩土力学,2012,33(11):3225-3229Xu Jinyu,Liu Shi.Analysis of fragments in impact loading test of marble[J].Geotechnical Mechanics,2012,33(11):3225-3229
18高峰,谢和平,赵鹏.岩石块度的分形性质及细观结构效应[J].岩石力学与工程学报,1994,13(3):240-246Gao Feng,Xie Heping,Zhao Peng.Fractal properties and mesostructural effects of rock fragmentation[J].Journal of Rock Mechanics and Engineering,1994,13(3):240-246
19 Fukumoto T.A grading equation for decomposed granite soil[J].Soils&Foundations,1990,30(1):27-34
20 Fukumoto T.Particle breakage characteristics of granular soils[J].Soils&Foundations,1992,32(1):26-40
21孔德志.堆石料的颗粒破碎应变及其数学模拟[D].北京:清华大学,2008Kong Dezhi.Particle crushing strain and its mathematical simulation of rockfill[D].Beijing:Tsinghua University,2008
22盖国胜.超细粉碎分级技术-理论研究·工艺设计·生产应用[M].北京:中国轻工业出版社,2000Gai Guosheng.Ultrafine comminution and classification technologytheoretical research process design and production application[M].Beijing:China Light Industry Press,2000
23 Guyon E,Troadec J.Du sac de billes au ta de sable[M].Paris:Editions Odible Jacob Sciences,1994
24沈珠江,李建红.椭球形结构块破损过程的数学描述[J].岩土工程学报,2006,28(4):470-474Shen Zhujiang,Li Jianhong.Mathematical description of damage process of ellipsoidal structural blocks[J].Journal of Geotechnical Engineering,2006,28(4):470-474
25魏松.粗粒料浸水湿化变形特性试验及其数值模型研究[D].南京:河海大学,2006Wei Song.Test and numerical model study of wetting deformation characteristics[D].Nanjing:Hohai University,2006
26 Terzaghi K,Peck R B,Mesri G.Soil mechanics in engineering practice[M].3rd ed.Manhattan:John Wiley&Sons Inc,1995
27 Athy L F.Density,porosity and compaction of sedimentary rocks[J].AAPG Bulletin,1930,14(1):1-24
28 Botset H G,Reed D W.Experiment on compressibility of sand[J].AAPG Bulletin,1935,(7):1053-1060
29 De Souza J M.Compressibility of sand at high pressure[D].Boston:Massachusetts Institute of Technology,1958
30 Hendron A J.The behavior of sand in one-dimensional compression[D].Chicago:University of Illinois,1963
31 Kjaernsli B,Sande A.Compressibility of some coarse-grained materials[C]//Proceedings European Conference Soil Mechanics&Foundations Engineering.Manhattan:John Wiley&Sons Inc,1963:245-251
32 Hall E B,Gordon B B.Triaxial testing with large-scale high pressure equipment[C]//Laboratory Shear Testing of Soils.Philadelphia:Americian Society for Testing and Materials,Penn Special Technical Publication STP361,1964:315-328
33 Hagerty M M,Hite D R,Ullrich C R,et al.One dimensional high pressure compression of granular media[J].Jourmal of Geotechnical Engineering,1993,113(1):1-18
34 Lee K L,Seed H B.Drained strength characteristics of sands[J].Journal of the Soil Mechanics&Foundations Division,1967,93(6):117-141
35蒙进,屈智炯.高压下冰碛土的颗粒破碎及应力应变关系[J].四川大学学报(工程科学版),1989,1(1):17-22Meng Jin,Qu Zhijiong.Grain breakage and stress-strain relationship of moraine soil under high pressure[J].Journal of Sichuan University(Engineering Science Edition),1989,1(1):17-22
36 Nakata Y,Hyde A F L,Hyodo M,et al.A probabilistic approach to sand particle crushing in the triaxial test[J].Géotechnique,1999,49(5):567-583
37 Nakata Y,Hyodo M,Hyde A F L,et al.Microscopic particle crushing of sand subjected to high pressure one-dimensional compression[J].Géotechnique,2001,41(1):69-82
38孙吉主,汪稔.围压对钙质砂变形特征和声发射模式的影响[J].岩石力学与工程学报,2001,20(增刊1):1173-1176Sun Jizhu,Wang Ren.Effect of confining pressure on deformation characteristics and acoustic emission model of calcareous sand[J].Journal of Rock Mechanics and Engineering,2001,20(S1):1173-1176
39汪稔,孙吉主.钙质砂不排水性状的损伤---滑移耦合作用分析[J].水利学报,2002(7):75-78Wang Ren,Sun Jizhu.Analysis of damage-slip coupling effect on undrained properties of calcareous sand[J].Journal of Water Conservancy,2002(7):75-78
40李兆明.考虑颗粒破碎的粗颗粒土本构模型[D].大连:大连理工大学,2007Li Zhaoming.Constitutive model of coarse-grained soil considering particle breakage[D].Dalian:Dalian University of Technology,2007
41杨光,张丙印,于玉贞,等.不同应力路径下粗粒料的颗粒破碎试验研究[J].水利学报,2010,43(3):338-342Yang Guang,Zhang Bingyin,Yu Yuzhen,et al.Experimental study on particle breakage of coarse-grained materials under different stress paths[J].Journal of Water Conservancy,2010,43(3):338-342
42 Karimpour H,Lade P V.Time effects relate to crushing in sand[J].Journal of Geotechnical&Geoenvironmental Engineering,2010,136(9):1209-1219
43 Georgoutsos G,Freitas T B,Sorensen K K,et al.Particle breakage during shearing of a carbonate sand[J].Géotechnique,2004,54(3):157-163
44 Zhu B T,Jardine R J,Tsuha C H C,et al.Sand grain crushing and interface shearing during displacement pile installation in sand[J].Géotechnique,2010,60(6):469-482
45 Tarantino A,Hyde A F L.An experimental investigation of work dissipation in crushable materials[J].Geotechnique,2005,55(8):575-584
46 Koprulu E,Valdes J R,Koprulu E.Internal stability of crushed sands:Experimental study[J].Géotechnique,2008,58(8):615-622
47周杰,周国庆,赵光思等.高应力下剪切速率对砂土抗剪强度影响研究[J].岩土力学,2010,31(9):2805-2810Zhou Jie,Zhou Guoqing,Zhao Guangsi,et al.Effect of shear rate on shear strength of sand under high stress[J].Geotechnical Mechanics,2010,31(9):2805-2810
48 Lee K L,Seed H B.Drained strength characteristics of sands[J].Journal of Soil Mechanics&Foundations Division,American Society of Civil Engineering,1967,93(S6):117-141
49尹振宇,许强,胡伟.考虑颗粒破碎效应的粒状材料本构研究:进展及发展[J].岩土工程学报,2012,34(12):2170-2180Yin Zhenyu,Xu Qiang,Hu Wei.Constitutive study of granular materials considering particle fragmentation effect:Progress and development[J].Journal of Geotechnical Engineering,2012,34(12):2170-2180
50胡云鹏,冯文凯,孙立军.红层泥岩击实作用下的破碎分布及破碎率指标的局限性[J].科学技术与工程,2015,15(29):179-182Hu Yunpeng,Feng Wenkai,Sun Lijun.Fracture distribution and limitation of fragmentation index under compaction of red mudstone[J].Science and Technology and Engineering,2015,15(29):179-182
51王帅,雷学文,孟庆山,等.冲击荷载下钙质砂侧限压缩及颗粒破碎试验研究[J].科学技术与工程,2017,17(9):67-72Wang Shuai,Lei Xuewen,Meng Qingshan,et al.Experimental study on lateral confined compression and particle breakage of calcareous sand under impact loading[J].Science and Technology and Engineering,2017,17(9):67-72
52钟晓雄,袁建新.颗粒材料的剪胀模型[J].岩土力学,1992,1(1):3-12Zhong Xiaoxiong,Yuan Jianxin.Dilatancy model for granular materials[J].Rock and Soil Mechanics,1992,1(1):3-12
53 Tsoungui O,Vallet D.Numerical model of crushing of grains inside two-dimensional granular materials[J].Powder Technology,1999,105(1-3):190-198
54 Takei M,Kusakabe O,Hayashi T.Time-dependent behavior of crushable materials in one-dimensional compression tests[J].Soils&Foundations,2001,41(1):97-121
55 Sch9nert K.Breakage of spheres and circular dics[J].Powder Technology,2004,143-144:2-18
56程展林,丁红顺,吴良平.粗粒土试验研究[J].岩土工程学报,2007,29(8):1151-1158Cheng Zhanlin,Ding Hongshun,Wu Liangping.Coarse-grained soil test[J].Journal of Geotechnical Engineering,2007,29(8):1151-1158
57张连卫,张建民,张嘎,等.二维粒状材料双轴压缩试验系统的研制与应用[J].岩土工程学报,2008,30(1):148-152Zhang Lianwei,Zhang Jianmin,Zhang Ga,et al.Development and application of two-dimensional biaxial compression test system for granular materials[J].Journal of Geotechnical Engineering,2008,30(1):148-152
58孔德志,张丙印,孙逊.人工模拟堆石料颗粒破碎应变的三轴试验研究[J].岩土工程学报,2009,31(3):464-469Kong Dezhi,Zhang Bingyin,Sun Xun.Triaxial experimental study on artificial simulation of crushing strain of rockfill particles[J].Journal of Geotechnical Engineering,2009,31(3):464-469
59孔德志,张其光,张丙印,等.人工堆石料的颗粒破碎率[J].清华大学学报(自然科学版),2009(6):811-815Kong Dezhi,Zhang Qiguang,Zhang Bingyin,et al.Particle breakage rate of artificial rockfill[J].Journal of Tsinghua University(Natural Science Edition),2009(6):811-815
60孔德志,张丙印,孙逊.钢珠模拟堆石料三轴试验研究[J].水力发电学报,2010,29(2):210-215Kong Dezhi,Zhang Bingyin,Sun Xun.Triaxial test of steel ball simulated rockfill[J].Journal of Hydraulic Power Generation,2010,29(2):210-215
61刘恩龙.岩土破损力学:结构块破损机制与二元介质模型[J].岩土力学,2010,31(增刊1):13-22Liu Enlong.Geotechnical damage mechanics:Fracture mechanisms of structural blocks and binary medium Model[J].Geotechnical Mechanics,2010,31(S1):13-22
2杨泽艳,周建平,苏丽群,等.300 m级高面板堆石坝适应性及对策研究综述[J].水利发电,2012,38(6):25-29Yang Zeyan,Zhou Jianping,Su Liqun,et al.A review of adaptability and countermeasures of 300 m high CFRD[J].Hydraulic Power Generation,2012,38(6):25-29
3蒋宇,葛修润,任建喜.岩石疲劳破坏过程中的变形规律及声发射特性[J].岩石力学与工程学报,2004,23(11):1810-1814Jiang Yu,Ge Xiurun,Ren Jianxi.Deformation law and acoustic emission characteristics of rock during fatigue failure[J].Journal of Rock Mechanics and Engineering,2004,23(11):1810-1814
4 Huang W X,Ren Q W,Sun D.A study of mechanical behavior of rock-fill materials with reference to particle crushing[J].Science China Technological Sciences,2007,50(1):125-135
5黄文竞.高应力条件下天然石英砂的颗粒破碎机理[J].中国水运,2007,7(5):28-29Huang Wenjing.Particle breaking mechanism of natural quartz sand under high stress[J].Waterborne China,2007,7(5):28-29
6 Alaei E,Mahboubi A.A discrete model for simulating shear strength and deformation behaviour of rockfill materia,considering the particle breakage phenomenon[J].Granular Matter,2012,14(6):707-717
7徐泽平,郭晨.巴西坎泼斯诺沃斯面板堆石坝的经验和教训[J].中国水利水电科学研究院学报,2007,5(3):233-240Xu Zeping,Guo Chen.Experience and lessons from the canpos novos concrete faced rockfill dam in Brazil[J].Journal of the Chinese Academy of Water Conservancy and Hydropower Sciences,2007,5(3):233-240
8张家铭,汪稔,张阳明,等.土体颗粒破碎研究进展[J].岩土力学,2003,24(增刊2):661-665Zhang Jiaming,Wang Ren,Zhang Yangming,et al.Advances in soil particle breakage[J].Geomechanics,2003,24(S2):661-665
9 Xie H.Fractals in rock mechanics[M].Netherlands:A A Balkema Publishers,1993
10谢和平,高峰,周宏伟,等.岩石断裂和破碎的分形研究[J].防灾减灾工程学报,2003,23(4):1-9Xie Heping,Gao Feng,Zhou Hongwei,et al.Fractal study of rock fracture and fracture[J].Journal of Disaster Prevention and Mitigation Engineering,2003,23(4):1-9
11张家铭.钙质砂基本力学性质及颗粒破碎影响研究[D].北京:中国科学院研究生院,2004Zhang Jiaming.Study on the basic mechanical properties of calcareous sand and the influence of particle breakage[D].Beijing:Graduate School of Chinese Academy of Sciences,2004
12 Griffith A A.Theory of rupture[C]//Proceedings of First International Conference in Applied Mechanics.Netherlands:Internation Union of Theory and Apply Mechanics,1924:55-63
13 Weibull W.A statistical distribution function of wide applicability[J].Applied Mechanics,1951,18:293-297
14 Jayatilaka A D S,Trustrum K.Statistical approach to brittle fracture[J].Journal of Materials Science,1977,12(7):1426-1430
15 Nakata Y,Kato Y,Hyodo M,et al.One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength[J].Géotechnique,2001,41(2):39-51
16 Mandelbrot B B.The fractal geometry of nature[M].New York:W H Freeman,1983
17徐金余,刘石.大理岩冲击加载试验碎块的分析特征分析[J].岩土力学,2012,33(11):3225-3229Xu Jinyu,Liu Shi.Analysis of fragments in impact loading test of marble[J].Geotechnical Mechanics,2012,33(11):3225-3229
18高峰,谢和平,赵鹏.岩石块度的分形性质及细观结构效应[J].岩石力学与工程学报,1994,13(3):240-246Gao Feng,Xie Heping,Zhao Peng.Fractal properties and mesostructural effects of rock fragmentation[J].Journal of Rock Mechanics and Engineering,1994,13(3):240-246
19 Fukumoto T.A grading equation for decomposed granite soil[J].Soils&Foundations,1990,30(1):27-34
20 Fukumoto T.Particle breakage characteristics of granular soils[J].Soils&Foundations,1992,32(1):26-40
21孔德志.堆石料的颗粒破碎应变及其数学模拟[D].北京:清华大学,2008Kong Dezhi.Particle crushing strain and its mathematical simulation of rockfill[D].Beijing:Tsinghua University,2008
22盖国胜.超细粉碎分级技术-理论研究·工艺设计·生产应用[M].北京:中国轻工业出版社,2000Gai Guosheng.Ultrafine comminution and classification technologytheoretical research process design and production application[M].Beijing:China Light Industry Press,2000
23 Guyon E,Troadec J.Du sac de billes au ta de sable[M].Paris:Editions Odible Jacob Sciences,1994
24沈珠江,李建红.椭球形结构块破损过程的数学描述[J].岩土工程学报,2006,28(4):470-474Shen Zhujiang,Li Jianhong.Mathematical description of damage process of ellipsoidal structural blocks[J].Journal of Geotechnical Engineering,2006,28(4):470-474
25魏松.粗粒料浸水湿化变形特性试验及其数值模型研究[D].南京:河海大学,2006Wei Song.Test and numerical model study of wetting deformation characteristics[D].Nanjing:Hohai University,2006
26 Terzaghi K,Peck R B,Mesri G.Soil mechanics in engineering practice[M].3rd ed.Manhattan:John Wiley&Sons Inc,1995
27 Athy L F.Density,porosity and compaction of sedimentary rocks[J].AAPG Bulletin,1930,14(1):1-24
28 Botset H G,Reed D W.Experiment on compressibility of sand[J].AAPG Bulletin,1935,(7):1053-1060
29 De Souza J M.Compressibility of sand at high pressure[D].Boston:Massachusetts Institute of Technology,1958
30 Hendron A J.The behavior of sand in one-dimensional compression[D].Chicago:University of Illinois,1963
31 Kjaernsli B,Sande A.Compressibility of some coarse-grained materials[C]//Proceedings European Conference Soil Mechanics&Foundations Engineering.Manhattan:John Wiley&Sons Inc,1963:245-251
32 Hall E B,Gordon B B.Triaxial testing with large-scale high pressure equipment[C]//Laboratory Shear Testing of Soils.Philadelphia:Americian Society for Testing and Materials,Penn Special Technical Publication STP361,1964:315-328
33 Hagerty M M,Hite D R,Ullrich C R,et al.One dimensional high pressure compression of granular media[J].Jourmal of Geotechnical Engineering,1993,113(1):1-18
34 Lee K L,Seed H B.Drained strength characteristics of sands[J].Journal of the Soil Mechanics&Foundations Division,1967,93(6):117-141
35蒙进,屈智炯.高压下冰碛土的颗粒破碎及应力应变关系[J].四川大学学报(工程科学版),1989,1(1):17-22Meng Jin,Qu Zhijiong.Grain breakage and stress-strain relationship of moraine soil under high pressure[J].Journal of Sichuan University(Engineering Science Edition),1989,1(1):17-22
36 Nakata Y,Hyde A F L,Hyodo M,et al.A probabilistic approach to sand particle crushing in the triaxial test[J].Géotechnique,1999,49(5):567-583
37 Nakata Y,Hyodo M,Hyde A F L,et al.Microscopic particle crushing of sand subjected to high pressure one-dimensional compression[J].Géotechnique,2001,41(1):69-82
38孙吉主,汪稔.围压对钙质砂变形特征和声发射模式的影响[J].岩石力学与工程学报,2001,20(增刊1):1173-1176Sun Jizhu,Wang Ren.Effect of confining pressure on deformation characteristics and acoustic emission model of calcareous sand[J].Journal of Rock Mechanics and Engineering,2001,20(S1):1173-1176
39汪稔,孙吉主.钙质砂不排水性状的损伤---滑移耦合作用分析[J].水利学报,2002(7):75-78Wang Ren,Sun Jizhu.Analysis of damage-slip coupling effect on undrained properties of calcareous sand[J].Journal of Water Conservancy,2002(7):75-78
40李兆明.考虑颗粒破碎的粗颗粒土本构模型[D].大连:大连理工大学,2007Li Zhaoming.Constitutive model of coarse-grained soil considering particle breakage[D].Dalian:Dalian University of Technology,2007
41杨光,张丙印,于玉贞,等.不同应力路径下粗粒料的颗粒破碎试验研究[J].水利学报,2010,43(3):338-342Yang Guang,Zhang Bingyin,Yu Yuzhen,et al.Experimental study on particle breakage of coarse-grained materials under different stress paths[J].Journal of Water Conservancy,2010,43(3):338-342
42 Karimpour H,Lade P V.Time effects relate to crushing in sand[J].Journal of Geotechnical&Geoenvironmental Engineering,2010,136(9):1209-1219
43 Georgoutsos G,Freitas T B,Sorensen K K,et al.Particle breakage during shearing of a carbonate sand[J].Géotechnique,2004,54(3):157-163
44 Zhu B T,Jardine R J,Tsuha C H C,et al.Sand grain crushing and interface shearing during displacement pile installation in sand[J].Géotechnique,2010,60(6):469-482
45 Tarantino A,Hyde A F L.An experimental investigation of work dissipation in crushable materials[J].Geotechnique,2005,55(8):575-584
46 Koprulu E,Valdes J R,Koprulu E.Internal stability of crushed sands:Experimental study[J].Géotechnique,2008,58(8):615-622
47周杰,周国庆,赵光思等.高应力下剪切速率对砂土抗剪强度影响研究[J].岩土力学,2010,31(9):2805-2810Zhou Jie,Zhou Guoqing,Zhao Guangsi,et al.Effect of shear rate on shear strength of sand under high stress[J].Geotechnical Mechanics,2010,31(9):2805-2810
48 Lee K L,Seed H B.Drained strength characteristics of sands[J].Journal of Soil Mechanics&Foundations Division,American Society of Civil Engineering,1967,93(S6):117-141
49尹振宇,许强,胡伟.考虑颗粒破碎效应的粒状材料本构研究:进展及发展[J].岩土工程学报,2012,34(12):2170-2180Yin Zhenyu,Xu Qiang,Hu Wei.Constitutive study of granular materials considering particle fragmentation effect:Progress and development[J].Journal of Geotechnical Engineering,2012,34(12):2170-2180
50胡云鹏,冯文凯,孙立军.红层泥岩击实作用下的破碎分布及破碎率指标的局限性[J].科学技术与工程,2015,15(29):179-182Hu Yunpeng,Feng Wenkai,Sun Lijun.Fracture distribution and limitation of fragmentation index under compaction of red mudstone[J].Science and Technology and Engineering,2015,15(29):179-182
51王帅,雷学文,孟庆山,等.冲击荷载下钙质砂侧限压缩及颗粒破碎试验研究[J].科学技术与工程,2017,17(9):67-72Wang Shuai,Lei Xuewen,Meng Qingshan,et al.Experimental study on lateral confined compression and particle breakage of calcareous sand under impact loading[J].Science and Technology and Engineering,2017,17(9):67-72
52钟晓雄,袁建新.颗粒材料的剪胀模型[J].岩土力学,1992,1(1):3-12Zhong Xiaoxiong,Yuan Jianxin.Dilatancy model for granular materials[J].Rock and Soil Mechanics,1992,1(1):3-12
53 Tsoungui O,Vallet D.Numerical model of crushing of grains inside two-dimensional granular materials[J].Powder Technology,1999,105(1-3):190-198
54 Takei M,Kusakabe O,Hayashi T.Time-dependent behavior of crushable materials in one-dimensional compression tests[J].Soils&Foundations,2001,41(1):97-121
55 Sch9nert K.Breakage of spheres and circular dics[J].Powder Technology,2004,143-144:2-18
56程展林,丁红顺,吴良平.粗粒土试验研究[J].岩土工程学报,2007,29(8):1151-1158Cheng Zhanlin,Ding Hongshun,Wu Liangping.Coarse-grained soil test[J].Journal of Geotechnical Engineering,2007,29(8):1151-1158
57张连卫,张建民,张嘎,等.二维粒状材料双轴压缩试验系统的研制与应用[J].岩土工程学报,2008,30(1):148-152Zhang Lianwei,Zhang Jianmin,Zhang Ga,et al.Development and application of two-dimensional biaxial compression test system for granular materials[J].Journal of Geotechnical Engineering,2008,30(1):148-152
58孔德志,张丙印,孙逊.人工模拟堆石料颗粒破碎应变的三轴试验研究[J].岩土工程学报,2009,31(3):464-469Kong Dezhi,Zhang Bingyin,Sun Xun.Triaxial experimental study on artificial simulation of crushing strain of rockfill particles[J].Journal of Geotechnical Engineering,2009,31(3):464-469
59孔德志,张其光,张丙印,等.人工堆石料的颗粒破碎率[J].清华大学学报(自然科学版),2009(6):811-815Kong Dezhi,Zhang Qiguang,Zhang Bingyin,et al.Particle breakage rate of artificial rockfill[J].Journal of Tsinghua University(Natural Science Edition),2009(6):811-815
60孔德志,张丙印,孙逊.钢珠模拟堆石料三轴试验研究[J].水力发电学报,2010,29(2):210-215Kong Dezhi,Zhang Bingyin,Sun Xun.Triaxial test of steel ball simulated rockfill[J].Journal of Hydraulic Power Generation,2010,29(2):210-215
61刘恩龙.岩土破损力学:结构块破损机制与二元介质模型[J].岩土力学,2010,31(增刊1):13-22Liu Enlong.Geotechnical damage mechanics:Fracture mechanisms of structural blocks and binary medium Model[J].Geotechnical Mechanics,2010,31(S1):13-22
© 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 |