Citation: | YIN Xin, ZHOU Hai-zuo, ZHENG Gang. Seismic bearing capacity of strip footings adjacent to slopes[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 95-98. DOI: 10.11779/CJGE2017S2024 |
[1] |
张鲁渝, 时卫民, 郑颖人. 平面应变条件下土坡稳定有限元分析[J]. 岩土工程学报, 2002, 24(4): 487-490. (ZHANG Lu-yu, SHI Wei-min, ZHENG Ying-ren. The slope stability analysis by FEM under plane strain conditions[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 487-490. (in Chinese))
|
[2] |
陈昌富, 唐仁华, 唐谚哲. 临近斜坡地基承载力计算新方法[J]. 湖南大学学报(自然科学版), 2008, 35(4): 1-6. CHEN Chang-fu, TANG Ren-hua, TANG Yan-zhe. A new calculation method for the seismic bearing capacity of shallow strip footings close to slope[J]. Journal of Hunan University (Natural Sciences), 2008, 35(4): 1-6. (in Chinese))
|
[3] |
胡 啸. 基于极限分析上限有限元法的临坡地基承载力研究[D]. 长沙: 湖南大学, 2015. (HU Xiao. Study on the bearing capacity of foundation near the slope based on the finite element upper bound limit analysis[D]. Chaangsha: Hunan University, 2015. (in Chinese))
|
[4] |
KUMAR J, RAO V B K M. Seismic bearing capacity of foundations on slopes[J]. Géotechnique, 2003, 53(3): 347-361.
|
[5] |
GHOSH P, KUMAR J. Seismic bearing capacity for embedded footings on sloping ground[J]. Géotechnique, 2006, 56(2): 133-140.
|
[6] |
CHOUDHURY D, RAO K S S. Seismic bearing capacity of shallow strip footings[J]. Geotechnical and Geological Engineering, 2005, 23(4): 403-418.
|
[7] |
KUMAR J, CHAKRABORTY D. Seismic bearing capacity of foundations on cohesionless slopes[J]. Geomechanics & Geoengineering, 2013, 8(4): 347-361.
|
[8] |
Limit State. Limit State: Geo manual v 3.0[M]. U.K: Sheffield, 2013.
|
[9] |
LESHCHINSKY B. Bearing Capacity of Footings Placed Adjacent to c '- φ ' Slopes[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2015, 141(6): 04015022.
|
[10] |
KUMAR J, KUMAR N. Seismic bearing capacity of rough footings on slopes using limit equilibrium[J]. Géotechnique, 2003, 53(3): 363-369.
|
[11] |
TERZAGHI K. Theoretical soil mechanics[M]. New York: N Y John Wiley & Sons Inc, 1943.
|
[1] | Mechanical behavior and mesoscopic failure mechanism of high-temperature granite under different cooling methods in Brazilian tensile tests[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20241039 |
[2] | DENG Ming-jiang, CAI Zheng-yin, ZHU Xun, ZHANG Chen. Failure mechanism and reinforcement measures of shallow slopes of expansive soils in Northern Xinjiang[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 50-55. DOI: 10.11779/CJGE2020S2009 |
[3] | MA Yan, WANG Jia-ding, PENG Shu-jun, LI Bin. Deformation and failure mechanism of high sticking loess slope[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 518-528. DOI: 10.11779/CJGE201603016 |
[4] | WANG Lin-feng, CHEN Hong-kai, TANG Hong-mei. Mechanical mechanism of failure for anti-inclined rock slopes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 884-889. |
[5] | FENG Hu, LIU Guo-bin. Numerical simulation of failure mechanism of deep foundation pits in soft soil considering impact of piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 314-320. |
[6] | LI Hong-wei. Deformation and failure mechanism of steeply dipping bedding high slopes[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 146-151. |
[7] | HUANG Zhiping, TANG Chunan, ZHU Wancheng, PANG Mingzhang. Numerical simulation on failure modes of rock bars under different wave lengths[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1048-1053. |
[8] | CHEN Zhonghui, L.G.Tham, M.R.Yeung. Numerical simulation of damage and failure of rocks under different confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 576-580. |
[9] | LIU Hongyuan, LIU Jianxin, TANG Chunan. Numerical simulation of failure process of overburden rock strata caused by mining excavation[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 201-204. |
[10] | Huang Jianan, Wang Sijing. Numerical Analysis of Fracture Mechanics for Rock Mass with Discrete Joints[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(3): 39-52. |
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