黄土—泥岩型滑坡研究现状与发展
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摘要
中国是世界上滑坡灾害严重的国家之一,特别在中国西部的黄土地区。从黄土—泥岩型滑坡的滑坡机理、稳定性影响因素和防治措施三个方面进行论述,其中关于稳定性影响因素,重点阐述了降雨和土体裂缝两个因素对黄土—泥岩层的影响。对黄土—泥岩型滑坡的研究现状与发展进行的分析与探讨,可为今后研究和解决黄土—泥岩型滑坡的相关问题提供参考。
China is one of the countries that have serious landslide disaster in the world,especially loess region in the western part of China. The discussion is made from three aspects of loess-mudstone type landslide like mechanism of landslide,influencing factor of stability and prevention measures,and the influence of two factors like rainfall and crack of soil mass on loess-mudstone layer is elaborated emphatically. As for the influencing factor of stability,the analysis and discussion on the research status and development of loess-mudstone type landslide are made,so as to provide reference for the research and solution of relevant problems of loess-mudstone type landslide in the future.
China is one of the countries that have serious landslide disaster in the world,especially loess region in the western part of China. The discussion is made from three aspects of loess-mudstone type landslide like mechanism of landslide,influencing factor of stability and prevention measures,and the influence of two factors like rainfall and crack of soil mass on loess-mudstone layer is elaborated emphatically. As for the influencing factor of stability,the analysis and discussion on the research status and development of loess-mudstone type landslide are made,so as to provide reference for the research and solution of relevant problems of loess-mudstone type landslide in the future.
引文
[1]吴玮江,王念秦.黄土滑坡的基本类型与活动特征[J].中国地质灾害与防治学报,2002,13(2):36-40.
[2]赵宽要,许强,等.甘肃黑方台黄土滑坡类型及其发育特征研究[J].人民长江,2016,47(17):46-50.
[3]张倬元,刘汉超,等.黄河龙羊峡水电站重大工程地质问题研究[M].成都:成都科技大学出版社,1990.
[4]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(3):433-454.
[5]谢正团,郭富赞,等.天水市北山王家半坡滑坡形成机制[J].兰州大学学报(自然科版),2016,52(1):31-36.
[6]李媛,吴奇,孟家山.黄土—红层接触面滑坡破坏机理研究[J].水文地质工程地质,2001(1):52-54.
[7]Wen Baoping,Wang Sijing,Wang Enzhi.Deformation characteristics of loess landslide along the contact between loess and Neocene red mudstone[J].Acta Geologica Sinica,2005,79(1):139-151.
[8]戴咸洁,高宏.某公路黄土—泥岩边坡稳定性评价与破坏机理研究[J].甘肃水利水电技术,2016,52(6):43-46.
[9]张江伟,李小军,等.滑坡灾害的成因机制及其特征分析[J].自然灾害学报,2015,24(6):42-48.
[10]陈善雄,陈守义.考虑降雨的非饱和土边坡稳定性分析方法[J].岩土力学,2001(4):447-450.
[11]Yeh H F,Chen J F,Lee C H.APPlieation of a Water Budget Model to Evaluate Rainfall Reeharge And Slope Stability[J].Journal of the Chinese Institute of Environmental Engineering.2004,14(4):1-10.
[12]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004(1):1-15.
[13]尹小涛,冉昌国,王水林.降雨条件下滴水崖Ⅰ号滑坡瞬态稳定性分析[J].岩土力学,2008(2):501-506.
[14]Lorella M,Roberto V.Rainfall-induced shallow landslides:a model for the triggering mechanism of some case studies in Northern Italy[J].2009(6):241-251.
[15]顾成壮,胡卸文,张茂淳,等.强降雨下饱和平滑型滑坡坡体水流运动及其边坡稳定效应分析-以四川汉源二蛮山滑坡为例机[J].岩土力学,2013,34(4):1075-1081.
[16]朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析[J].岩石力学与工程报,2002(4):509-512.
[17]Cho S E.Infltration analysis to evaluate the surfieial stability of two-layered slopes considering rainfall charaeteristie[J].2009,105:32-43.
[18]刘子振,言志信,彭宁波,等.持续小强度降雨入渗对非饱和止边坡稳定性的动态影响机[J].土木建筑与环境工程,2012,34(4):19-23.
[19]简文星,许强.三峡库区黄土坡滑坡降雨入渗模型研究[J].岩土力学,2013,34(12):3527-3533,3548.
[20]张磊,张瓣瑞,程演,等.考虑潜蚀影响的降雨入渗边坡稳定性分析[J].岩止工程学报,2014,36(9):1680-1687.
[21]彭国园,周海清,等.竖向裂隙对降雨条件下边坡稳定性的影响[J].后勤工程学院报.2016,32(5):23-27.
[22]宋澄艳.灌溉诱发型黄土滑坡离心模型实验和数值分析[D].西安:长安大学,2014.
[23]刘礼领,殷坤龙.暴雨型滑坡降水入渗机理分析[J].岩土力学,2008,29(4):207-212.
[24]刘华磊,徐则民,张勇,等.降雨条件下边坡裂缝的演化机制及对边坡稳定性影响:以云南省双柏县丁家坟滑坡为例[J].灾害学,2011,26(1):28-31.
[25]姚海林,郑少河,陈守义.考虑裂隙及雨水入渗影响的膨胀土边坡稳定性分析[J].岩土工程学报,2001,23(5):84-87.
[26]吴火珍,冯美果,焦玉勇,等.降雨条件下堆积层滑坡体滑动机制分析[J].岩土力学,2010(S1):324-329.
[27]王青.湿陷性黄土地区公路边坡变形及滑坡的防治[J].山西交通科技,2005(10):16-17.
[28]王恭先.滑坡学与滑坡防治技术[M].北京:中国铁道出版社,2004.
[29]许锐,李寻昌,吴瑞芳,等.陕北黄土地区护坡植物适应性研究[J].长安大学学报(自然科学版),2016,36(4):25-32.
[30]董琪,许锐,郭璐,等.植物护坡技术用于黄土干旱地区边坡工程的调查研究[J].路基工程,2016(1):1-6.
[2]赵宽要,许强,等.甘肃黑方台黄土滑坡类型及其发育特征研究[J].人民长江,2016,47(17):46-50.
[3]张倬元,刘汉超,等.黄河龙羊峡水电站重大工程地质问题研究[M].成都:成都科技大学出版社,1990.
[4]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(3):433-454.
[5]谢正团,郭富赞,等.天水市北山王家半坡滑坡形成机制[J].兰州大学学报(自然科版),2016,52(1):31-36.
[6]李媛,吴奇,孟家山.黄土—红层接触面滑坡破坏机理研究[J].水文地质工程地质,2001(1):52-54.
[7]Wen Baoping,Wang Sijing,Wang Enzhi.Deformation characteristics of loess landslide along the contact between loess and Neocene red mudstone[J].Acta Geologica Sinica,2005,79(1):139-151.
[8]戴咸洁,高宏.某公路黄土—泥岩边坡稳定性评价与破坏机理研究[J].甘肃水利水电技术,2016,52(6):43-46.
[9]张江伟,李小军,等.滑坡灾害的成因机制及其特征分析[J].自然灾害学报,2015,24(6):42-48.
[10]陈善雄,陈守义.考虑降雨的非饱和土边坡稳定性分析方法[J].岩土力学,2001(4):447-450.
[11]Yeh H F,Chen J F,Lee C H.APPlieation of a Water Budget Model to Evaluate Rainfall Reeharge And Slope Stability[J].Journal of the Chinese Institute of Environmental Engineering.2004,14(4):1-10.
[12]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004(1):1-15.
[13]尹小涛,冉昌国,王水林.降雨条件下滴水崖Ⅰ号滑坡瞬态稳定性分析[J].岩土力学,2008(2):501-506.
[14]Lorella M,Roberto V.Rainfall-induced shallow landslides:a model for the triggering mechanism of some case studies in Northern Italy[J].2009(6):241-251.
[15]顾成壮,胡卸文,张茂淳,等.强降雨下饱和平滑型滑坡坡体水流运动及其边坡稳定效应分析-以四川汉源二蛮山滑坡为例机[J].岩土力学,2013,34(4):1075-1081.
[16]朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析[J].岩石力学与工程报,2002(4):509-512.
[17]Cho S E.Infltration analysis to evaluate the surfieial stability of two-layered slopes considering rainfall charaeteristie[J].2009,105:32-43.
[18]刘子振,言志信,彭宁波,等.持续小强度降雨入渗对非饱和止边坡稳定性的动态影响机[J].土木建筑与环境工程,2012,34(4):19-23.
[19]简文星,许强.三峡库区黄土坡滑坡降雨入渗模型研究[J].岩土力学,2013,34(12):3527-3533,3548.
[20]张磊,张瓣瑞,程演,等.考虑潜蚀影响的降雨入渗边坡稳定性分析[J].岩止工程学报,2014,36(9):1680-1687.
[21]彭国园,周海清,等.竖向裂隙对降雨条件下边坡稳定性的影响[J].后勤工程学院报.2016,32(5):23-27.
[22]宋澄艳.灌溉诱发型黄土滑坡离心模型实验和数值分析[D].西安:长安大学,2014.
[23]刘礼领,殷坤龙.暴雨型滑坡降水入渗机理分析[J].岩土力学,2008,29(4):207-212.
[24]刘华磊,徐则民,张勇,等.降雨条件下边坡裂缝的演化机制及对边坡稳定性影响:以云南省双柏县丁家坟滑坡为例[J].灾害学,2011,26(1):28-31.
[25]姚海林,郑少河,陈守义.考虑裂隙及雨水入渗影响的膨胀土边坡稳定性分析[J].岩土工程学报,2001,23(5):84-87.
[26]吴火珍,冯美果,焦玉勇,等.降雨条件下堆积层滑坡体滑动机制分析[J].岩土力学,2010(S1):324-329.
[27]王青.湿陷性黄土地区公路边坡变形及滑坡的防治[J].山西交通科技,2005(10):16-17.
[28]王恭先.滑坡学与滑坡防治技术[M].北京:中国铁道出版社,2004.
[29]许锐,李寻昌,吴瑞芳,等.陕北黄土地区护坡植物适应性研究[J].长安大学学报(自然科学版),2016,36(4):25-32.
[30]董琪,许锐,郭璐,等.植物护坡技术用于黄土干旱地区边坡工程的调查研究[J].路基工程,2016(1):1-6.