Citation: | QIN Hui-lai, CHEN Zu-yu, LIU Li-peng. Basal stability analysis for excavations in soft clay based on upper bound method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1611-1619. |
[1] |
TERZAGHI K. Theoretical soil mechanics[M]. New York: John Wiley and Sons, 1943.
|
[2] |
BJERRUM L, EIDE O. Stability of strutted excavations in clay[J]. Géotechnique, 1956 , 6(1): 115–128.
|
[3] |
CAI F, UGAI K, HAGIWARA T. Base stability of circular excavation in soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(8): 702–706.
|
[4] |
王卫东, 徐中华. 基于强度折减法的圆形深基坑坑底抗隆起稳定性分析[J]. 建筑结构学报, 2010, 31(5): 195–201. (WANG Wei-dong, XU Zhong-hua. Strength reduction app roach for analyzing safety against basal heave of circular deep excavations[J]. Journal of Building Structures, 2010, 31(5): 195–201. (in Chinese))
|
[5] |
UKRITCHON B,WHITTLE A J,SLOAN S W. Undrained stability of braced excavations in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(8): 738–755.
|
[6] |
DONALD I B, CHEN Z Y. Slope stability analysis by the upper bound approach: fundamentals and methods[J]. Canadian Geotechnical Journal, 1997, 34(6): 853–862.
|
[7] |
DRESCHER A, DETOURNAY E. Limit load in translational failure mechanisms for associative and nonassociative materials[J]. Géotechnique, 1993, 43(3): 443–456.
|
[8] |
MICHALOWSKI R L. An estimate of the influence of soil weight on bearing capacity using limit analysis[J]. Soils and Foundations, 1997, 37(4): 57–64.
|
[9] |
SOUBRA A H, REGENASS P. Three-dimensional passive earth pressures by kinematical approach[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(11): 969–978.
|
[10] |
WANG Y J, YIN J H, CHEN Z Y. Calculation of bearing capacityof a strip footing using an upper bound method[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2001, 25: 841–851.
|
[11] |
YANG F, YANG J S. Stability of shallow tunnel using rigid blocks and finite-element upper bound solutions[J]. International Journal of Geomechanics, ASCE, 2010, 10(6): 242–247 .
|
[12] |
秦会来, 黄茂松, 马少坤. 黏土基坑抗隆起稳定分析的多块体上限解[J]. 岩石力学与工程学报, 2010, 29(1): 73–81. (QIN Hui-lai, HUANG Mao-song, MA Shao-kun. Multi-block upper bound method for basal heave stability analysis of braced excavation in clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 73–81. (in Chinese))
|
[13] |
DRUCKER D C, PRAGER W, GREENBERG H J. Extended limit design theorems for continuous media[J]. Quarterly of Applied Mathematics, 1952, 9(4): 381–389.
|
[14] |
MANA A I, CLOUGH G W. Prediction of movements for braced cuts in clay[J]. Journal of Geotechnical Engineering, 1981, 107(6): 759–777.
|
[15] |
刘国彬, 王卫东. 基坑工程手册[M]. 2版. 北京: 中国建筑工业出版社, 2009: 136–142. (LIU Guo-bin, WANG Wei-dong. Excavations engineering manual[M]. 2nd ed. Beijing: China Architecture and Building Press, 2009: 136–142. (in Chinese))
|
[16] |
CHEN W F. Limit analysis and soil plasticity[M]. Amsterdam: Elsevier Science, 1975.
|
[17] |
CHANG M F. Basal stability analysis of braced cuts in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2000, 126(3): 276–279.
|