周中,傅鹤林,李亮. 圆形浅基础地基承载力的理论解[J]. 长沙铁道学院学报,2002,20 ( 3): 1-4.ZHOU Zhong,FU He-lin,LI Liang. Theoretical Solution of Bearing Capacity of Shallow Circular Foundation [J].Journal of Changsha Railway University,2002,23 (3):1-4.
[2]
韩长玉,夏小和,王建华. 底面为曲面基础地基极限承载力上限解[J]. 岩土工程学报,2012,34 ( 2):230-236.HAN Chang-yu,XIA Xiao-he,WANG Jian-hua. Upper Bound Solutions of Ultimate Bearing Capacity of Curved Footing
[3]
TERZAGHI K,PECK R B. Soil Mechanics in Engineering Practice [M]. New York: Wiley John,1948.
[4]
MEYERHOF G G. The Ultimate Bearing Capacity of Foundations [J]. Geotechnique,1951,2 (4): 301 -332.
[5]
VESIC A S. Analysis of Ultimate Loads on Shallow Foundations [J]. Journal of Soil Mechanics and Foundations Division,1973,99 ( 1): 45-73.
[6]
CHEN W F. Limit Analysis and Soil Plasticity [M].Amsterdam,the Netherlands: Elsevier Scientific Publishing Company,1975.
[7]
陈惠发. 极限分析与土体塑性[M]. 北京: 人民交通出版社,1975.CHEN Hui-fa. Limit Analysis and Soil Plasticity [M].Beijing: China Communications Press,1975.Study on Bond Property of Reinforced Concrete at High Temperatures [J]. Industrial Construction,2006,36(2): 57-60.
[8]
李亮,杨小礼. 圆形浅基础地基承载力极限分析的上限解析解[J]. 铁道学报,2001,23 ( 1): 94-97.LI Liang,YANG Xiao-li. Analytical Solution of Bearing Capacity of Circular Shallow Foundations Using Upperbound Theorem of Limit Analysis [J]. Journal of the China Railway Society,2001,23 ( 1): 94-97.
[9]
张国祥,付江山. 基于极限分析的圆形浅基础地基承载力上限解[J]. 岩土力学,2010,31 ( 12 ):3849-3854.ZHANG Guo-xiang,FU Jiang-shan. Upper Bound Solution for Bearing Capacity of Circular Shallow Foundation Based on Limit Analysis [J]. Rock and Soil Mechanics,2010,31 ( 12): 3849-3854.
[10]
蒋益平,熊巨华. 方形和圆形基础地基极限承载力分析[J]. 岩土力学,2005,26 ( 12): 1991-1995.JIANG Yi-ping,XIONG Ju-hua. Analysis of Ultimate Bearing Capacity of Square and Circular Foundations [J].Rock and Soil Mechanics,2005,26 (12): 1991-1995.
[11]
[ J ]. Chinese Journal of Geotechnical Engineering,2012,34 ( 2): 230-236.
[12]
陈昌富,周志军. 路堤下水平加筋体与散体材料桩复合地基极限承载力[J]. 中国公路学报,2010,23(3): 1-9.CHEN Chang-fu,ZHOU Zhi-jun. Limit Bearing Capacity of Composite Foundation Reinforced with Geosynthetic and Granular Pile under Embankment [J]. China Journal of Highway and Transport,2010,23 ( 3): 1-9.
[13]
王雯璐,赵大军,王磊. 侧填荷载对涵洞地基承载力的影响[J]. 中国公路学报,2010,23 ( 6): 1-6.WANG Wen-lu,ZHAO Da-jun,WANG Lei. Influence of Lateral Fill Load on Foundation Bearing Capacity of Culvert[J]. China Journal