Underground water infiltration areaof slope at the edge of loess “yuan”,Heifangtai,Yanguoxia Click Copy

Underground water infiltration areaof slope at the edge of loess “yuan”,Heifangtai,Yanguoxia

References:

[1] 任仓钰.农业灌溉引起的环境地质问题[J].地质灾害与环境保护,2002,13(4):14-15. REN Cang-yu.Environmental geologic issues arising from farm irrigation[J].Journal of Geological Hazards and Environment Preservation,2002,13(4):14-15. [2]王俊卿,李 靖,李 琦,等.黄土高边坡稳定性影响因素分析——以宝鸡峡引水工程为例[J].岩土力学,2009,30(7):2 114-2 118. WANG Jun-qing,LI Jing,LI Qi,et al.Analysis of influence factors of high slope stability of loess:Taking the Baojixia Water Division Project for example[J].Rock and Soil Mechanics,2009,30(7):2 114-2 118. [3]孙萍萍,张茂省,朱立峰,等.黄土湿陷典型案例及相关问题[J].地质通报,2013,32(6):847-851. SUN Ping-ping, ZHANG Mao-sheng,ZHU Li-feng,et al.Typical case study of loess collapse and discussion on related problems[J].Geological Bulletin of China,2013,32(6):847-851. [4]董 英,贾 俊,张茂省,等.甘肃永靖黑方台地区灌溉诱发作用与黄土滑坡响应[J].地质通报,2013, 32(6):893-898. DONG Ying,JIA Jun,ZHANG Mao-sheng,et al.An analysis of the inducing effects of irrigation and the responses of loess landslides in Heifangtai area[J].Geological Bulletin of China,2013,32(6):893-898. [5]卢全中,彭建兵.黄土体结构面的发育特征及其灾害效应[J].西安科技大学学报,2006,26(4):446-450. LU Quan-zhong,PENG Jian-bing.Characteristics of structural planes of loess mass in loess plateau of China and its hazard effect[J].Journal of Xi'an University of Science and Technology,2006,26(4):446-450. [6]王念秦,姚 勇,周自强,等.农村乡镇地质灾害易发性综合评价方法研究[J].西安科技大学学报,2008,28(4):657-661. WANG Nian-qin,YAO Yong,ZHOU Zi-qiang,et al.Comprehensive evaluationmethod for geological disasters-prone of rural township[J].Journal of Xi'an University of Science and Technology,2008,28(4):657-661. [7]王家鼎,惠泱河.黄土地区灌溉水诱发滑坡群的研究[J].地理科学,2002,22(3):305-310. WANG Jia-ding,HUI Yang-he.Landslides in crows induced by irrigated water in loess area[J].Scientia Geographica Sinica,2002,22(3):305-310. [8]郑志勇.黄土滑坡的形成机理[J].西安科技大学学报,2008,28(4):694-697. ZHENG Zhi-yong.Analysis on the formative mechanism of the loess landslides[J].Journal of Xi'an University of Science and Technology,2008,28(4):694-697. [9]Desai C S.Drawdown analysis of slopes by numerical method[J].Journal of the Geotechnical Engineering,1977,103(GT7):667-676. [10]Griffiths D V,Lane P A.Slope stability analysis by finite elements[J].Geotechnique,1999,49(3):387-403. [11]王念秦,罗东海.黄土斜(边)坡表层冻结效应及其稳定响应[J].工程地质学报,2010,18(5):760-765. WANG Nian-qin,LUO Dong-hai.Freezing effect on loess slope and its stability response[J].Journal of Engineering Geology,2010,18(5):760-765. [12]杨 金,简文星,杨虎锋,等.三峡库区黄土坡滑坡浸润线动态变化规律研究[J].岩土力学,2012,33(3):853-858. YANG Jin,JIAN Wen-xing,YANG Hu-feng,et al.Dynamic variation rule of phreatic line in Huangtupo landslide in Three Gorges reservoir area[J].Rock and Soil Mechanics,2012,33(3):853-858. [13]周跃峰,谭国焕,甄伟文,等.入渗诱发黄土滑坡的力学机制[J].岩土力学,2013,34(11):3 173-3 176. ZHOU Yue-feng,TAN Guo-huan,ZHEN Wei-wen,et al.Mechanism of infiltration induced loess landslides[J].Rock and Soil Mechanics,2013,34(11):3 173-3 176. [14]杨 飞.黑方台灌溉诱发黄土滑坡变形机理研 究[D].西安:长安大学,2013. YANG Fei.Study on the irrigation induced mechanism of loess landslide deformation of Hei Fangtai[D].Xi'an:Chang'an University,2013. [15]马健全.黑方台灌区台缘黄土滑坡稳定性研究[D].长春:吉林大学,2012. MA Jian-quan.Stability analysis of loess landslide in loess tableland edge of Heifangtai irrigation area[D].Changchun:Jilin University,2012. [16]谷天峰,朱立峰,胡 炜,等.灌溉引起地下水位上升对斜坡稳定性的影响——以甘肃黑方台为例[J].现代地质,2015,29(2):408-413. GU Tian-feng,ZHU Li-feng,HU Wei,et al.Effect on slope stability due to groundwater rising caused by irrigation:A case study of Heifang platform in Gansu,China[J].Geoscience,2015,29(2):408-413. [17]贾 俊,朱立峰,胡 炜.甘肃黑方台地区灌溉型黄土滑坡形成机理与运动学特征——以焦家崖头13号滑坡为例[J].地质通报,2013,32(12):1 968-1 975. JIA Jun,ZHU Li-feng,HU Wei.The formation mechanism and disaster mode of loess landslides induced by irrigation in Heifangtai,Gansu Province:A case study of the 13th landslide in Jiaojiayatou[J].Geological Bulletin of China, 2013, 32(12):1 968-1 975. [18]刘 博.库水下降条件下土体渗流对边坡稳定性的影响研究[D].长沙:中南大学,2014. LIU Bo.The influence research of soil seepage on slope stability under reservoir drawdown condition[D].Changsha:Central South University,2014. [19]吴 琼,林志红.库水位下降时隔水底板倾斜的层状岸坡中浸润线的解析解[J].地质科技情报,2007,26(2):91-94. WU Qiong,LIN Zhi-hong.Analytic solutions for shallow water table innclined and layered slope under drawdown condition[J].Geological Science and Technology Information,2007,26(2):91-94. [20]李佩成.地下水非稳定渗流解析法[M].北京:科学出版社,1990. LI Pei-cheng.The analytical method of groundwater unsteady seepage[M].Beijing:Science Press,1990. [21]张蔚榛.地下水非稳定流计算和地下水资源评价[M].北京:科学出版社,1983. ZHANG Wei-zhen.The calculation of unsteady flow of groundwater and the evaluation of groundwater resources[M].Beijing:Science Press,1983.

Memo

基金项目:国家自然科学基金(41572287); 国家自然科学基金(41130753); 陕西省科技统筹创新工程计划项目(2013KTCL03-15); 陕西省煤田地质局科技计划项目(JB2014-4) 通讯作者:王念秦(1964-)男,河南孟津人,教授,工学博士,E-mail:younglock@163.com