Citation: | JIA Liang, ZHU Yanpeng, LAI Chunjing. Stability Analysis of Reinforced Earth Retaining Wall under Earthquake[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 697-703. doi: 10.3969/j.issn.0258-2724.2016.04.014 |
山西省交通厅. JTJ 015-91公路加筋土工程设计规范[S]. 北京:人民交通出版社,1992:30-41.
|
WRIGHT S G, DUNCAN J M. Limit equilibrium stability analyses for reinforced slopes[C]//Transportation Research Record 1330.Washington:Transportation Research Board, 1991:40-46.
|
程国伟,赵雪胜,李玲. 基于拟静力法的加筋边坡地震稳定性分析[J]. 长江大学学报:自然科学版,2009,6(4):295-297.CHENG Guowei, ZHAO Xuesheng, LI Ling.Seismic stability analysis based on pseudo-static approach of reinforced slopes[J]. Journal of Yangtze University:Nature Science Edition, 2009, 6(4):295-297.
|
GULER E, ENUNLU A K. Investigation of dynamic behavior of geosynthetic reinforced soil retaining structures under earthquake load[J]. Bulletin of Earthquake Engineering, 2009, 7(3):737-777.
|
MAGDIL M, EI-EMAM B J. Experiment design, instrumentation and interpretation of reinforced soil wall response of shaking table[J]. Physical Modeling in Goetechnics, 2004, 4(4):13-32.
|
雷胜友. 双面加筋土高挡墙的离心模型试验[J]. 岩石力学与工程学报,2005,24(3):417-423.LEI Shengyou. Centrifugal modeling of high double-face reinforced earth retaining wall[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3):417-423.
|
孔宪京,李永胜,邹德高,等. 加筋边坡振动台模型试验研究[J]. 水力发电学报,2009,28(5):152-156.KONG Xianjing, LI Yongsheng, ZOU Degao, et al. Shaking table model tests on soil slope reinforced with geo-grid[J]. Journal of Hydroelectric Engineering, 2009, 28(5):152-156.
|
韩志型,王宁,刘剑旗. 加筋挡土墙地震动力响应规律及地震动参数影响研究[J]. 矿业研究与开发,2011,31(5):46-50.HAN Zhixing, WANG Ning, LIU Jianqi. Study on the seismic dynamic response law of reinforced roil retaining wall and the effect of strong ground motion parameters on its seismic response[J]. Mining Research and Development, 2011, 31(5):46-50.
|
NOURIA H, FAKHER A, JONES C J F P. Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium horizontal slices method[J]. Geotextiles and Geomembranes, 2008, 26(4):263-278.
|
NIMBALKAR S S, CHOUDHURY D, MANDAL J N. Seismic stability of reinforced-soil wall by pseudo-dynamic method[J]. Geosynthetics International, 2006, 13(3):111-119.
|
陈惠发. 极限分析与土体塑性[M]. 北京:人民交通出版社,1995:5-19.
|
王均星,王汉辉,吴雅峰. 土坡稳定的有限元塑性极限分析上限法研究[J]. 岩石力学与工程学报,2004,23(11):1867-1873.WANG Junxing, WANG Hanhui, WU Yafeng. Stability analysis of soil slope by finite element method with plastic limit upper bound[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11):1867-1873.
|
王均星,王汉辉. 对土坡稳定的有限元塑性极限分析上限法研究的答复[J]. 岩石力学与工程学报,2005,24(10):1819-1820.WANG Junxing, WANG Hanhui. Reply to discussion on Stability analysis of soil slope by finite element method with plastic limit upper bound[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(10):1819-1820.
|
姚令侃,冯俊德,杨明. 汶川地震路基灾害分析及对抗震规范改进的启示[J]. 西南交通大学学报,2009,44(3):302-311.YAO Lingkan, FENG Junde, YANG Ming. Damage analysis of subgrade engineeringin Wenchuan earthquake and recommendations for improving seismic design code[J]. Journal of Southwest Jiaotong Univisity, 2009, 44(3):302-311.
|
JEWELL R A. Reinforced embankments, theory and practice[M]. London:Thomas Telford, 1990:1-30.
|
JEWELL R A.Appliant of the revised design charts for steep reinforced slopes[J]. Geotextile and Geomembranes, 1991, 10(3):203-233.
|
雷英杰. MATLAB遗传算法工具箱及应用[M]. 西安:西安电子科技大学出版社,2005:172-239.
|
贾亮. 加筋挡土墙的地震作用和动力稳定性分析[D]. 兰州:兰州理工大学,2011.
|