[1] | MICHALOWSKI R L. Upper-bound Load Estimates on Square and Rectangular Footings [J]. Geotechnique,2001,51 (9): 787-798.
|
[2] | HANSEN J B. A Revised and Extended Formula for Bearing Capacity [J]. Danish Geotechnical Institute Bulletin,1970,28: 5-11.
|
[3] | SARMA S K,IOSSIFELIS I S. Seismic Bearing Capacity Factors of Shallow Strip Footings [J]. Geotechnique,1990,40 (2):265-273.
|
[4] | 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 Upper Bound Theorem of Limit Analysis [J]. Journal of the China Railway Society,2001,23 (1): 94-97.
|
[5] | 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 Load for Bearing Capacity of Circular Shallow Foundation Based on Limit Analysis [J]. Rock and Soil Mechanics,2010,31(12): 3849 -3854.
|
[6] | 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.
|
[7] | GRIFFITHS D V. Computation of Bearing Capacity Factors Using Finite Elements [J]. Geotechnique,1982,32(3): 195-202.
|
[8] | WOODWARD P K,GRIFFITHS D V. Observations on the Computation of the Capacity Factor Nr by Finite Elements[J]. Geotechnique,1998,48 (1): 137-141.
|
[9] | MANOHARAN N,DASGUPTA S P. Bearing Capacity of Surface Footings by Finite Elements [J]. Computers &Structures,1995,54 (4): 563-586.
|
[10] | FRYDMAN S,BURD H J. Numerical Studies of Bearing Capacity Factor Nr [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123 (1):20-29
|
[11] | 黄齐武,贾苍琴. 三维地基极限承载力的数值极限分析[J]. 岩土工程学报,2007,29 (12): 1809-1814.HUANG Qi-wu,JIA Cang-qin. 3D Analysis of Ultimate Bearing Capacity by Numerical Limit Analysis [J].Chinese Journal of Geotechnical Engineering,2007,29(12): 1809-1814.
|
[12] | 范文,白晓宇,俞茂宏. 基于统-强度理论的地基极限承载力公式[J]. 岩土力学,2005,26 (10):1617-1622.FAN Wen,BAI Xiao-yu,YU Mao-hong. Formula of Ultimate Bearing Capacity of Shallow Foundation Based on Unified Strength Theory [J]. Rock and Soil Mechanics,2005,26 (10): 1617-1622.
|
[13] | 高江平,俞茂宏,李四平. 太沙基地基极限承载力的双剪统-解[J]. 岩石力学与工程学报,2005,24(15): 2736-2740.GAO Jiang-ping,YU Mao-hong,LI Si-ping. Double-shear Unified Solution of Terzaghi Ultimate Bearing Capacity of Foundation [J]. Chinese Journal of Rock Mechanics and Engineering,2005,24 (15): 2736-2740.
|
[14] | 周小平,黄煜镔,丁志诚. 考虑中间主应力的太沙基地基极限承载力公式[J]. 岩石力学与工程学报,2002,21 (10): 1554-1556.ZHOU Xiao-ping,HUANG Yu-bin, DING Zhi-cheng.Influence of Intermediate Principal Stress on the Formula of Terzaghi Ultimate Bearing Capacity of Foundations [J].Chinese Journal of Rock Mechanics and Engineering,2002,21 (10): 1554-1556.
|
[15] | TERZAGHI K,PECK R B. Soil Mechanics in Engineering Practice [M]. New York: Wiley John,1948.
|
[16] | MEYERHOF G G. The Ultimate Bearing Capacity of Foundations [J]. Geotechnique,1951,2 (4): 301-332.
|
[17] | VESIC A S. Analysis of Ultimate Loads on Shallow Foundations [J]. International Journal of Rock Mechanics and Mining Sciences,1973,99 (1): 45-73.
|
[18] | 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,2002,20 (3):1-4.
|
[19] | 李伟,熊巨华,杨敏. 方形浅基础地基极限承载力的理论解[J]. 同济大学学报: 自然科学版,2004,32(10): 1325-1327.LI Wei, XIONG Ju-hua, YANG Min. Theoretical Solution of Ultimate Bearing Capacity of Soil under Shallow Square Foundation [J]. Journal of Tongji University:Natural Science ,2004,32 (10): 1325-1327.
|
[20] | 王哲,王国才,陈禹,等. 矩形浅基础地基极限承载力的理论解[J]. 岩土力学,2008,29 (4): 1001-1005.WANG Zhe, WANG Guo-cai, CHEN Yu, et al.Theoretical Solution of Ultimate Bearing Capacity of Foundations under Shallow Rectangular Footings [J].Rock and Soil Mechanics,2008,29 (4): 1001-1005.
|
[21] | 朱小军,熊巨华. 矩形浅基础地基极限承载力的理论解[J]. 岩土工程学报,2011,33 (增l): 415-419.ZHU Xiao-jun,XIONG Ju-hua. Theoretical Solution of Ultimate Bearing Capacity of Soil under Shallow Rectangle Foundation
|
[22] | [J ]. Chinese Journal of Geotechnical Engineering,2011,33 (S1): 415-419.
|