基金项目：国家自然科学基金项目(50568003);教育部科学技术研究重点项目(205174)
作者简介：康亚明(1980-),男,宁夏西吉人,工学硕士研究生,E-mail:kangsir_1184020@126.com.
作者单位：康亚明（宁夏大学,土木与水利工程学院,宁夏,银川,750021）
杨明成（宁夏大学,土木与水利工程学院,宁夏,银川,750021）
胡艳香（宁夏大学,土木与水利工程学院,宁夏,银川,750021）
任克峰（宁夏大学,土木与水利工程学院,宁夏,银川,750021）
参考文献：
[1]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.ZHENG Ying-ren,ZHAO Shang-yi,ZHANG Lu-yu.Slope Stability Analysis by Strength Reduction FEM[J].Engineering Science,2002,4 (10):57-61.
[2]尉学勇,王晓谋,贺培峰.斜坡地基极限承载力下限解计算[J].建筑科学与工程学报,2005,22(4):77-82.YU Xue-yong,WANG Xiao-mou,HE Pei-feng.Calculation of Low Limit Solution of Sloping Ground Ultimate Load Capacity[J].Journal of Architecture and Civil Engineering,2005,22 (4):77-82.
[3]赵尚毅,郑颖人,张鲁渝,等.用有限元强度折减法求边坡稳定性安全系数[J].岩土工程学报,2002,24(5):343-346.ZHAO Shang-yi,ZHENG Ying-ren,ZHANG Lu-yu,et al.Analysis on Safety Factor of Slope by Strength Reduction FEM[J].Chinese Journal of Geotechnical Engineering,2002,24 (5):343-346.
[4]汪益敏,王秉纲.公路土质路基边坡坡面冲刷稳定性的模糊综合评价[J].中国公路学报,2005,18(1):24-29.WANG Yi-min,WANG Bing-gang.Fuzzy Evaluation Method of Scouring Stability on Soil Subgrade Slope[J].China Journal of Highway and Transport,2005,18(1):24-29.
[5]朱晗迓,汪会帮,尚岳全.边坡锚固中锚墩框架梁受力体系分析[J].中国公路学报,2004,17(1):16-19.ZHU Han-ya,WANG Hui-bang,SHANG Yue-quan.Analysis of Bearing System of Frame Beams with Anchor Pier in Slope Engineering[J].China Journal of Highway and Transport,2004,17 (1):16-19.
[6]张鲁渝,时卫民,郑颖人.平面应变条件下土坡稳定有限元分析[J].岩土工程学报,2002,24(4):487-591.ZHANG Lu-yu,SHI Wei-min,ZHENG Ying-ren.The Slope Stability Analysis by FEM Under the Plane Strain Condition[J].Chinese Journal of Geotechnical Engineering,2002,24(4):487-591.
[7]肖武.基于强度折减法和重度增加法边坡稳定性分析及工程应用[D].南京:河海大学,2005.XIAO Wu.Slope Stability Study on Strength Reduction and Gravity Increase Method and Its Engineering Application[D].Nanjing:Hohai University,2005.
[8]杨桂通.弹塑性力学引论[M].北京:清华大学出版社,2004:59-77.YANG Gui-tong.Introduction to Elastoplasticity Mechanics[M].Beijing:Tsinghua University Press,2004:59-77.
[9]郑颖人,沈珠江,龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002:41-71.ZHENG Ying-ren,SHEN Zhu-jiang,GONG Xiaonan.The Principles of Geotechnical Plastic Mechanics[M].Beijing:China Architecture & Building Press,2002:41-71.
[10]GRIFFITHS D V,LANE P A.Slope Stability Analysis by Finite Elements[J].Geotechnique,1999,49 (3):387-403.
[11]张鲁渝,郑颖人,赵尚毅,等.有限元强度折减系数法计算土坡稳定安全系数精度研究[J].水利学报,2003,4(1):21-27.ZHANG Lu-yu,ZHENG Ying-ren,ZHAO Shang-yi,et al.The Feasibility Study of Strength Reduction Method with FEM for Calculating Safety Factors of Soil Slope Stability[J].Chinese Journal of Hydraulic,2003,4(1):21-27.
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