Citation: | YAN Shu-wang, LIU Xiao-qiang, LIU Run. Ultimate bearing capacity contributed by strength of surcharge soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 12-15. |
[1] |
钱家欢 , 殷宗泽 . 土工原理与计算 [M]. 北京 : 中国水利水电出版社 , 1996. (QIAN Jia-huan, YIN Zong-ze. Earthwork principle and calculation[M]. Beijing: China Water and Power Press, 1996. (in Chinese))
|
[2] |
张晓东 , 何朋立 , 刘晓红 . 地基极限承载力静载试验数值模拟研究 [J]. 人民黄河 , 2009, 31 (8): 98 – 99. (ZHANG Xiao-dong, HE Peng-li, LIU Xiao-hong. Study on numerical simulation of static bearing tests of ultimate carrying capacity of foundation[J]. Yellow River, 2009, 31 (8): 98 – 99. (in Chinese))
|
[3] |
马少坤 , 于 劲 . 浅基础地基极限承载力的有限元分析 [J]. 武汉理工大学学报 , 2007, 29 (4) : 99 – 102. (MA Shao-kun, YU Jin. Finite element analysis for ultimate bearing capacity of shallow foundation[J]. Journal of Wuhan University of Technology, 2007, 29 (4) : 99 – 102. (in Chinese))
|
[4] |
梅 岭 , 梅国雄 , 宰金珉 . 埋深基础地基极限承载力的数值求解方法 [J]. 岩土力学 , 2009, 6 (30): 1810 – 1814. (MEI Ling, MEI Guo-xiong, ZAI Jin-min. Numerical analysis of ultimate bearing capacity of ground with deep buried foundation[J]. Rock and Soil Mechanics, 2009, 6 (30): 1810 – 1814. (in Chinese))
|
[5] |
宋 飞 , 赵立鹏 , 闫澍旺 . 弹塑性有限元法确定土工格栅加筋路堤的沉降及承载力 [J]. 勘察科学技术 , 2003(6): 16 – 20. (SONG Fei, ZHAO Li-peng, YAN Shu-wang. Settlement and bearing capacity of geogrid reinforced foundation[J]. Site Investigation Science and Technology, 2003(6): 16 – 20. (in Chinese))
|
[6] |
高江平 , 俞茂宏 , 李四平 . 太沙基地基极限承载力的双剪统一解 [J]. 岩石力学与工程学报 , 2005, 24 (15): 2737 – 2740. (GAO Jiang-ping, YU Mao-hong, LI Si-ping. Double-shear unified solution of Terzaghi ultimate bearing capatity of foundation[J]. <> Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (15): 2737 – 2740. (in Chinese))
|
[7] |
李阿池 , 陈福全 , 刘毓氚 . 不排水双层黏土地基承载力的强度折减有限元分析 [J]. 福州大学学报 , 2006, 34 (4): 589 – 593. (LI A-chi, CHEN Fu-quan, LIU Yu-chuan. Numerical analysis for bearing capacity of undrained two- layer clays by FEM with strength reduction[J]. Journal of Fuzhou University, 2006, 34 (4): 589 – 593. (in Chinese))
|
[1] | WEI Xing, CHENG Shitao, XIE Xiangyan, CHEN Rui. SPH-FEM simulation of landslide induced by earthquake considering velocity weakening effect of frictional strength[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1753-1761. DOI: 10.11779/CJGE20230463 |
[2] | SONG Er-xiang, FU Hao, LI Xian-jie. Mechanism and new calculation method for bearing capacity of foundations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 37-44. DOI: 10.11779/CJGE202201002 |
[3] | ZHANG Wei-min, GU Xing-wen, WANG Fang. Back analysis of Terzaghi consolidation coefficient[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 99-103. DOI: 10.11779/CJGE2016S1018 |
[4] | QIU Yu-liang, DING Zhou-xiang. Analytical solution to Terzaghi’s consolidation model considering local source/sink term[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1299-1304. |
[5] | MA Wen-sheng. Application of pipe piles to reconstruction project of Tianjin-Tanggu Expressway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 131-134. |
[6] | XU Hai-yang, ZHOU Zhi-fang, GAO Zong-qi. Experimental study on coefficient of consolidation of land subsidence[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1969-1973. |
[7] | YANG Le, XIANG Wenhua, WU Delun, XIE Guihua. Application of Cosserat theory to FEM analysis of cavern in interlayered rock mass[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 218-222. |
[8] | CHENG Ye, ZHAO Minghua, CAO Wengui. Study on stability evaluation of karst cave roof with strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 38-41. |
[9] | QIAN Deling. Study on loading transfer law and FEM simulation of squeezed branch pile[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 371-375. |
[10] | Huang Chuanzhi. A Solution to Terzaghi’s Multidimensional Consolidation Differential Equation[J]. Chinese Journal of Geotechnical Engineering, 1991, 13(1): 34-47. |