Citation: | LIN Hang, XIONG wei, LI Zheng-ming. Embedded program for slip surface by shear strain of slopes and parametric analysis[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 52-56. |
CHENG Y M. Location of critical failure surface and some further studies on slope stability analysis[J]. Computers and Geotechnics, 2003, 30(3): 255-267.
万 文,曹 平,冯 涛,等. 基于改进遗传算法的地下空区边坡稳定性分析[J]. (岩土力学), 2006, 27(11): 2015-2019.(WAN Wen,CAO Ping,FENG Tao,et al. Analysis of slope stability for underground vacant areas based on improved genetic algorithm[J]. Rock and Soil Mechanics, 2006, 27(11): 2015-2019. (in Chinese)) KIM J Y,LEE S R. An improved search strategy for the critical slip surface using finite element stress fields[J]. Computers and Geotechnics, 1997, 21(4): 295-313. 刘金龙,栾茂田,赵少飞,等. 关于强度折减有限元方法中边坡失稳判据的讨论[J]. (岩土力学), 2005, 26(8): 1345-1348.(LIU Jin-long,LUAN Mao-tian,ZHAO Shao-fei,et al. Discussion on criteria for evaluating stability of slope in elastoplastic FEM based on shear strength reduction technique[J]. Rock and Soil Mechanics, 2005, 26(8): 1345-1348. (in Chinese)) 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): 406-411.(LIAN Zhen-ying,HAN Guo-cheng,KONG Xian-jing. Stability analysis of excavation by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 406-411. (in Chinese)) CHENG Y M,LANSIVAARA T,WEI W B. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods[J]. Computers and Geotechnics, 2007, 34: 137-150. GRIFFITHS D V,LANE P A. Slope stability analysis by finite elements[J]. Géotechnique, 1999, 49(3): 387-403. 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的精度研究[J]. (水利学报), 2003(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]. Journal of Hydraulic Engineering, 2003(1): 21-27. (in Chinese)) Itasca Consulting Group. Theory and background[Z]. Minnesota: Itasca Consulting Group, 2002. 林 杭,曹 平,宫凤强. 位移突变判据中监测点的位置和位移方式分析[J]. (岩土工程学报), 2007, 29(9): 1433-1438.(LIN Hang,CAO Ping,GONG Feng-qiang. Analysis of location and displacement mode of monitoring point in displacement mutation criterion[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1433-1438. (in Chinese)) 唐 芬,郑颖人. 边坡稳定安全储备的双折减系数推导[J]. (重庆交通大学学报(自然科学版)), 2007, 26(4): 95-100.(TANG Fen,ZHENG Yin-ren. Analysis on safety reserve of slope with two strength reduction factor[J]. Journal of Chongqing Jiaotong University (Natural Science), 2007, 26(4): 95-100. (in Chinese)) 林 杭,曹 平,李江腾,等. 边坡临界失稳状态的判定标准分析[J]. (煤炭学报), 2008, 33(6): 643-647.(LIN Hang,CAO Ping,LI Jiang-teng,et al. Analysis of the standards for critical failure state of slope[J]. Journal of China Coal Society, 2008, 33(6): 643-647. (in Chinese)) 赵尚毅,郑颖人,张玉芳. 有限元强度折减法中边坡失稳的判据探讨[J]. (岩土力学), 2005, 26(2): 332-336.(ZHAO Shang-yi,ZHENG Ying-ren,ZHANG Yu-fang. Study on slope failure criterion in strength reduction finite element method[J]. Rock and Soil Mechanics, 2005, 26(2): 333-336. (in Chinese)) 宋二样. 土工结构安全系数的有限元计算[J]. (岩土工程学报), 1997, 19(2): 1-7.(SONG Er-xiang. Finite element analysis of safety factor for soil structures[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 1-7. (in Chinese)) 郑颖人,龚晓南. 岩土塑性力学基础[M].北京:中国建筑工业出版社, 1989.(ZHENG Ying-ren,GONG Xiao-nan. Basis of geotechnical plastic mechanics[M].Beijing:China Architecture and Building Press, 1989. (in Chinese)) 吴春秋. 非线性有限单元法在土体稳定分析中的理论及应用研究[D]. 武汉: 武汉大学, 2004.(WU Chun-qiu. Theory and application study on the non-liear FEM for soil stability analysis[D]. Wuhan: Wuhan University, 2004. (in Chinese)) 黄文熙. 土的工程性质[M].北京:水利电力出版社, 1983.(HUANG Wen-xi. Engineering characteristic of soil[M].Beijing:Water Resources and Power Press, 1983. (in Chinese))) |