冻土地区冻胀病害防治措施研究现状
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摘要
随着中国在冻土地区开展的公路、铁路、输电线路等人类工程活动越来越多,冻土的冻胀病害问题逐渐引起人们的关注,如何选择最佳的冻胀防治措施是工程建设过程中急需解决的问题。简要地回顾与总结了冻胀病害的处理措施,对各种防冻胀措施的优缺点做了简要评述,并指出了今后在冻胀防治方面的大致研究方向。分析表明,目前对冻土的防治主要从改良土质、控制水分、控制温度及合理选择基础类型和埋深几个方面出发,而如何将多种冻胀防治措施以最优的组合方式结合起来应用于实践中是今后研究的重点方向。
With more and more human engineering activities such as highways, railways and transmission lines in frozen soil areas in China, the frost heave disease of frozen soil has gradually attracted people's attention. How to choose the best frost heaving prevention measures is an urgent problem to be solved in the process of engineering construction. This paper briefly reviews and summarizes the treatment measures of frost heaving disease, briefly makes comments on the advantages and disadvantages of various anti-frost heaving measures, and points out the general research direction in frost heave prevention and control in the future. The analysis shows that the prevention and control of frozen soil are mainly from the aspects of improving soil quality, controlling water content, controlling temperature and reasonable selection of foundation type and buried depth, and how to combine various frost heave prevention and control measures with the optimal combination method is the key direction of future research.
With more and more human engineering activities such as highways, railways and transmission lines in frozen soil areas in China, the frost heave disease of frozen soil has gradually attracted people's attention. How to choose the best frost heaving prevention measures is an urgent problem to be solved in the process of engineering construction. This paper briefly reviews and summarizes the treatment measures of frost heaving disease, briefly makes comments on the advantages and disadvantages of various anti-frost heaving measures, and points out the general research direction in frost heave prevention and control in the future. The analysis shows that the prevention and control of frozen soil are mainly from the aspects of improving soil quality, controlling water content, controlling temperature and reasonable selection of foundation type and buried depth, and how to combine various frost heave prevention and control measures with the optimal combination method is the key direction of future research.
引文
[1] 陈肖柏,童伯良,丁靖康,等.中国冻土研究与工程实践三十年[J].冰川冻土,1979,1(2):7-12.
[2] 陈肖柏.我国土冻胀研究进展[J].冰川冻土,1988,10(3):319-326.
[3] 徐学祖.土体冻胀和盐胀机理[J].地球科学进展,1998,13(6):592-592.
[4] CHAMBERLIN E J.Frost Susceptibility of Soil——Review of Index Texts[M].CRREL Monograph 81-2,1981.
[5] 陈肖柏,王雅卿,何平.砂砾料之冻胀敏感性[J].岩土工程学报,1988,10(3):23-29.
[6] 李洪升,杨海天,刘增利.基于广义强度准则的地基土换填防冻胀能力评估[J].岩土力学,2003,24(5):682-685.
[7] 叶阳升,王仲锦,程爱君,等.路基的填料冻胀分类及防冻层设置[J].中国铁道科学,2007,28(1):1-7.
[8] 周有才.中粗砂换填地基的防冻害效果[J].冰川冻土,1986,8(3):227-232.
[9] 田亚护.多年冻土区路基U型水沟热力耦合理论分析及现场试验[J].铁道学报,2015(7):92-97.
[10]王焱,刘国东,阮红丽,等.高寒湿地公路路基地下水交换模拟研究[J].人民长江,2010,41(S1):52-55.
[11]袁建议.新疆天山公路道路翻浆温度场的数值模拟分析[J].华东交通大学学报,2007,24(1):32-34.
[12]王永义.青藏铁路昆仑山口高含冰量冻土路堑换填保温施工技术[J].铁道工程学报,2003(S1):64-68.
[13]白静,谢崇宝,吴志琴.季节性冻土区管道浅埋换填防冻模式研究[J].水利学报,2018,49(5):588-597.
[14]宋珲,朱明,袁文忠.季节性冻土地区路基的冻胀与融沉[J].路基工程,2007(1):26-28.
[15]WERNER W M.HDPE geomembranes in Geotechnics[M].Berlin:Springer Heidelberg,2007.
[16]刘宗耀.土工合成材料工程应用手册[M].北京:中国建筑工业出版社,1994.
[17]NOSKO V,ANDREZA L T,GREGOR T,et al.SENSOR damage detection system (DDS) - The unique geomembrane testing method[C]//Rotterdam Proceedings of Geosynthetics applications,design and construction,1995.
[18]NOSKO,TOUZE-FOLTZ N.Geomembrane liner failure:modeling of its influence on contaminant transfer[C]//Bologna:Eurogeo Geosynthetics,2000.
[19]LAINE D L,DARILEK G T.Locating leaks in geomembrane liners of landfills covered with a protective soil [C]//St.Paul:Proceedings of Geosynthetics,1993.
[20]陈立杰,蔡雪雁,王正中,等.复合土工膜与纳米混凝土衬砌渠道冻胀模拟[J].中国农村水利水电,2010(8):106-109.
[21]俞永科.复合土工膜在高原水库防渗中的应用[J].农田水利与小水电,1995(9):19-21.
[22]单既连,赵洪丽.西藏塘河水电站技改工程防冰冻设计[J].山东水利,1999(12):38.
[23]曹立.我国季节冻土区路堑段路基水热特性及冻胀发展过程监测研究[J].冰川冻土,2017(5):1065-1074.
[24]王永顺,郭小鹏.多年冻土区高含冰量半填半挖路基施工技术[J].铁道建筑技术,2003(S1):16-18.
[25]程国栋,陈肖柏.冻土[M].北京:科学出版社,1975:111-112.
[26]张登良,韩森,崔育其.沥青玛蹄脂碎石(SMA)混合料路用性能研究[J].长安大学学报(自然科学版),1998(S1):8-14.
[27]卢永贵.沥青玛蹄脂碎石混合料研究[D].西安:长安大学,2001.
[28]郝培文,冷延.沥青玛蹄脂碎石混合料(SMA)的发展与应用[J].筑路机械与施工机械化,1999,16(1):6-8.
[29]JOHANSENS N I,LYNCH D F,SENGUPTA M.Notes on Norwegian Arctic Road Construction Techniques[J].Northern Engineer,1988(1):26-29.
[30]张彦武.聚苯乙烯泡沫板在渠道防冻胀中的运用[J].甘肃水利水电技术,2009,45(1):7-8.
[31]王英浩,银英姿,步丰湖.聚苯乙烯泡沫板在农渠的应用及计算机模拟[J].农机化研究,2007(12):144-147.
[32]高智,俞艳.芳草湖农场东干渠改扩建工程抗冻胀设计[J].水资源与水工程学报,2002,13(1):56-58.
[33]顾鸿章.泡沫板在十三陵抽水蓄能电站的应用[J].水利水电施工,1995(S1):14-16.
[34]张兴锋.聚苯乙烯泡沫塑料板在三清干渠改建工程中的试验[J].吉林水利,2003(6):14-16.
[35]艾小芃.寒区扩大式桩基础设计[J].黑龙江水专学报,2005,32(4):148-149.
[36]黄润哲,何春英,牟江鹏.扩大式基础的工程设计[J].黑龙江大学工程学报,2003,30(1):70-71.
[37]王力威,王云山.独立扩大式桩基础的工程应用[J].黑龙江水利,2002(4):38.
[38]国家建委建筑科学研究院.工业与民用建筑地基基础设计规范[M].北京:中国建筑工业出版社,1974.
[2] 陈肖柏.我国土冻胀研究进展[J].冰川冻土,1988,10(3):319-326.
[3] 徐学祖.土体冻胀和盐胀机理[J].地球科学进展,1998,13(6):592-592.
[4] CHAMBERLIN E J.Frost Susceptibility of Soil——Review of Index Texts[M].CRREL Monograph 81-2,1981.
[5] 陈肖柏,王雅卿,何平.砂砾料之冻胀敏感性[J].岩土工程学报,1988,10(3):23-29.
[6] 李洪升,杨海天,刘增利.基于广义强度准则的地基土换填防冻胀能力评估[J].岩土力学,2003,24(5):682-685.
[7] 叶阳升,王仲锦,程爱君,等.路基的填料冻胀分类及防冻层设置[J].中国铁道科学,2007,28(1):1-7.
[8] 周有才.中粗砂换填地基的防冻害效果[J].冰川冻土,1986,8(3):227-232.
[9] 田亚护.多年冻土区路基U型水沟热力耦合理论分析及现场试验[J].铁道学报,2015(7):92-97.
[10]王焱,刘国东,阮红丽,等.高寒湿地公路路基地下水交换模拟研究[J].人民长江,2010,41(S1):52-55.
[11]袁建议.新疆天山公路道路翻浆温度场的数值模拟分析[J].华东交通大学学报,2007,24(1):32-34.
[12]王永义.青藏铁路昆仑山口高含冰量冻土路堑换填保温施工技术[J].铁道工程学报,2003(S1):64-68.
[13]白静,谢崇宝,吴志琴.季节性冻土区管道浅埋换填防冻模式研究[J].水利学报,2018,49(5):588-597.
[14]宋珲,朱明,袁文忠.季节性冻土地区路基的冻胀与融沉[J].路基工程,2007(1):26-28.
[15]WERNER W M.HDPE geomembranes in Geotechnics[M].Berlin:Springer Heidelberg,2007.
[16]刘宗耀.土工合成材料工程应用手册[M].北京:中国建筑工业出版社,1994.
[17]NOSKO V,ANDREZA L T,GREGOR T,et al.SENSOR damage detection system (DDS) - The unique geomembrane testing method[C]//Rotterdam Proceedings of Geosynthetics applications,design and construction,1995.
[18]NOSKO,TOUZE-FOLTZ N.Geomembrane liner failure:modeling of its influence on contaminant transfer[C]//Bologna:Eurogeo Geosynthetics,2000.
[19]LAINE D L,DARILEK G T.Locating leaks in geomembrane liners of landfills covered with a protective soil [C]//St.Paul:Proceedings of Geosynthetics,1993.
[20]陈立杰,蔡雪雁,王正中,等.复合土工膜与纳米混凝土衬砌渠道冻胀模拟[J].中国农村水利水电,2010(8):106-109.
[21]俞永科.复合土工膜在高原水库防渗中的应用[J].农田水利与小水电,1995(9):19-21.
[22]单既连,赵洪丽.西藏塘河水电站技改工程防冰冻设计[J].山东水利,1999(12):38.
[23]曹立.我国季节冻土区路堑段路基水热特性及冻胀发展过程监测研究[J].冰川冻土,2017(5):1065-1074.
[24]王永顺,郭小鹏.多年冻土区高含冰量半填半挖路基施工技术[J].铁道建筑技术,2003(S1):16-18.
[25]程国栋,陈肖柏.冻土[M].北京:科学出版社,1975:111-112.
[26]张登良,韩森,崔育其.沥青玛蹄脂碎石(SMA)混合料路用性能研究[J].长安大学学报(自然科学版),1998(S1):8-14.
[27]卢永贵.沥青玛蹄脂碎石混合料研究[D].西安:长安大学,2001.
[28]郝培文,冷延.沥青玛蹄脂碎石混合料(SMA)的发展与应用[J].筑路机械与施工机械化,1999,16(1):6-8.
[29]JOHANSENS N I,LYNCH D F,SENGUPTA M.Notes on Norwegian Arctic Road Construction Techniques[J].Northern Engineer,1988(1):26-29.
[30]张彦武.聚苯乙烯泡沫板在渠道防冻胀中的运用[J].甘肃水利水电技术,2009,45(1):7-8.
[31]王英浩,银英姿,步丰湖.聚苯乙烯泡沫板在农渠的应用及计算机模拟[J].农机化研究,2007(12):144-147.
[32]高智,俞艳.芳草湖农场东干渠改扩建工程抗冻胀设计[J].水资源与水工程学报,2002,13(1):56-58.
[33]顾鸿章.泡沫板在十三陵抽水蓄能电站的应用[J].水利水电施工,1995(S1):14-16.
[34]张兴锋.聚苯乙烯泡沫塑料板在三清干渠改建工程中的试验[J].吉林水利,2003(6):14-16.
[35]艾小芃.寒区扩大式桩基础设计[J].黑龙江水专学报,2005,32(4):148-149.
[36]黄润哲,何春英,牟江鹏.扩大式基础的工程设计[J].黑龙江大学工程学报,2003,30(1):70-71.
[37]王力威,王云山.独立扩大式桩基础的工程应用[J].黑龙江水利,2002(4):38.
[38]国家建委建筑科学研究院.工业与民用建筑地基基础设计规范[M].北京:中国建筑工业出版社,1974.
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