[1] 殷跃平.三峡地质灾害与防治[J].科学中国人, 2002 (2):37-39.
[2] 安光明, 毛彦龙, 李滨, 等.重庆市涪陵区植物油厂滑坡成因机制分析与稳定性评价[J].工程地质学报, 2007, 15(5):593-598.
[3] Griffith D V, Lane P A. Slope stability analysis by finite elements[J].Geotechnique, 1999, 49(3):387-403.
[4] 连镇营, 韩国城, 孔宪京.强度折减有限元法研究开挖边坡的稳定性[J].岩土工程学报, 2001, 23(4):408-412.
[5] 郑颖人, 赵尚毅, 张鲁渝.用有限元强度折减法进行边坡稳定分析[J].中国工程科学, 2002, 4(10):57-61.
[6] 赵尚毅, 郑颖人, 时卫民, 等.用有限元强度折减法求边坡稳定安全系数[J].岩土工程学报, 2002, 24(3):343-346.
[7] 李红, 宫必宁, 陈琰.有限元强度折减法边坡失稳判据[J].水利与建筑工程学报, 2007, 5(1):79-82.
[8] 徐卫亚, 肖武.基于强度折减和重度增加的边坡破坏判据研究[J].岩土力学, 2007, 28 (3):505-511.
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FU Xiao-bing,FU Rong-hua,XIA Ke-qin.The Destroying Mechanism under Thaw Slumping Distortion and Evaluation of Stability of the Frozen Soil Slope[J].Research of Soil and Water Conservation,2006,13(01):243.
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DING Yuan-fang,CHI Bao-ming,YI Shu-ping,et al.The Application of Visual MODFLOW Software in the Water Flow Simulation for Liguanpu Water Source Area[J].Research of Soil and Water Conservation,2006,13(01):99.
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ZHANG Jun-xin,PEI Xiang-jun,HUANG Run-qiu,et al.Study of Deformation Mechanism and Treatment Measures of Bedding Rock Deformation Body[J].Research of Soil and Water Conservation,2011,18(01):177.
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CHEN Li-juan,FENG Qi,ZHANG Xin-min,et al.Simulation Study on Dynamic of Soil Water and Salt of Salt Leaching with Drainage Ditch[J].Research of Soil and Water Conservation,2010,17(01):235.
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LÜ,Sui-ju,QIAO Ying,et al.Numerical Simulation for One-dimensional Unsaturated Soil Solute Transport[J].Research of Soil and Water Conservation,2008,15(01):33.
收稿日期:2008-7-25。
基金项目:国家自然科学基金重大项目(90714007);国家自然科学基金(40472145)
作者简介:安光明(1981- ),男,山东人,博士生,主要从事地质工程数值模拟与三维建模方面的工作。E-mail:anguangming81@163.com