Pseudo-static method for horizontal deformation of geo-grid reinforced soil retaining wall under earthquake

被引：0

作者：

Wang, Li-Yan ^{[1
,2
]}

Chen, Guo-Xing ^{[2
]}

Iai, S. ^{[3
]}

机构：

[1] School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang,Jiangsu,212003, China

[2] Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing,Jiangsu,210009, China

[3] Disaster Prevention Research Institute, Kyoto University, Uji, Kyoto,611-0011, Japan

来源：

Zhongguo Gonglu Xuebao/China Journal of Highway and Transport | 2015年 / 28卷 / 03期

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

页码：28 / 34

共 50 条

[21] Seismic internal stability analysis of waterfront reinforced-soil wall using pseudo-static approach
Ahmad, Syed Mohd
Choudhury, Deepankar
OCEAN ENGINEERING, 2012, 52 : 83 - 90
[22] Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
S. H. Ye
R. H. Zhang
Soil Mechanics and Foundation Engineering, 2023, 60 : 304 - 313
[23] Stability analysis of Dagangshan dam abutment slope under earthquake based on pseudo-static method
College of Civil and Hydropower Engineering, China Three Gorges University, Yichang 443002, China
不详
不详
Yanshilixue Yu Gongcheng Xuebao, 2009, 8 (1562-1570):
[24] Analytical method for determining displacement and bending moment of embedded cantilever retaining walls subjected to pseudo-static earthquake accelerations
Nandi, Ritwik
Choudhury, Deepankar
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 164
[25] Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
Ye, S. H.
Zhang, R. H.
SOIL MECHANICS AND FOUNDATION ENGINEERING, 2023, 60 (04) : 304 - 313
[26] 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
Nouri, H.
Fakher, A.
Jones, C. J. F. P.
GEOTEXTILES AND GEOMEMBRANES, 2008, 26 (03) : 263 - 278
[27] Dynamic stability analysis of geosynthetics reinforced soil retaining wall under earthquake loading
Yang, GQ
Wang, XZ
Lv, P
PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING: NEW FRONTIER AND RESEARCH TRANSFORMATION, 2004, : 450 - 453
[28] External stability of waterfront reinforced soil structures under seismic conditions using a pseudo-static approach
Choudhury, D.
Ahmad, S. M.
GEOSYNTHETICS INTERNATIONAL, 2009, 16 (01) : 1 - 10
[29] Reinforcement loads of geosynthetic-reinforced soil retaining walls under horizontal earthquake loading
Liu, Hua-Bei
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2022, 44 (02): : 288 - 294
[30] Pseudo-static internal stability analysis of geosynthetic-reinforced earth slopes using horizontal slices method
Hesari, Saeed Aroni
Javankhoshdel, Sina
Payan, Meghdad
Chenari, Reza Jamshidi
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2022, 17 (05): : 1417 - 1442

← 1 2 3 4 5 →