Discussion: Bridge distress caused by approach embankment settlement

被引：0
作者：
Kelesoglu, M. K. [1 ]
Springman, S. M. [2 ]
机构：
[1] Istanbul Univ, Istanbul, Turkey
[2] ETH, Inst Geotechn Engn, Zurich, Switzerland
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 2009年 / 162卷 / 02期
关键词：
D O I：
10.1680/geng.2009.162.2.129
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：129 / 132
页数：4
相关论文
共 50 条
[31]   Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment [J].
Lijun Wu ;
Guanlu Jiang ;
Xianfeng Liu .
Geotechnical and Geological Engineering, 2020, 38 :6069-6082
[32]   BRIDGE ON THE RIVER HALDI - FAILURES OF APPROACH EMBANKMENT AND TWO WELLS. [J].
Sen, T.K. ;
Mitra, P.K. .
Journal of the Indian Roads Congress, 1983, 44 (03) :489-541
[33]   Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment [J].
Wu, Lijun ;
Jiang, Guanlu ;
Liu, Xianfeng .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (06) :6069-6082
[34]   Earthquake-Induced Deformation Analysis of a Bridge Approach Embankment in Missouri [J].
Liu, W. ;
Luna, R. ;
Stephenson, R. ;
Wang, S. .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2011, 29 (05) :845-854
[35]   Failure analysis of a bridge embankment with cracked approach slabs and leaking sand [J].
Chen, Dar-Hao ;
Nazarian, Soheil ;
Bilyeu, John .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2007, 21 (05) :375-381
[36]   Rockfill embankment settlement - Sugarloaf Mountain Bridge abutment and Hoover Dam Bypass (US-93) [J].
Anderson, Scott A. ;
LaFronz, Nicholas J. .
TRANSPORTATION RESEARCH RECORD, 2007, (2016) :3-12
[37]   Compression mechanism of DMM pile in subsiding soft ground under embankment loading with application to bridge approach embankment [J].
Bergado, D. T. ;
Lorenzo, G. A. ;
Phien-wej, N. ;
Lin, S. S. ;
Voottipruex, P. .
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, :1149-1153
[38]   Settlement prediction for an embankment on soft clay [J].
Muething, Nina ;
Zhao, Chenyang ;
Hoelter, Raoul ;
Schanz, Tom .
COMPUTERS AND GEOTECHNICS, 2018, 93 :87-103
[39]   Differentia Settlement Characteristics of widening embankment [J].
Fu Zhen ;
Wang Xuan-cang ;
Li Hong-zhi ;
Zhou Hong-wen .
INTERNATIONAL WORKSHOP ON ENERGY AND ENVIRONMENT IN THE DEVELOPMENT OF SUSTAINABLE ASPHALT PAVEMENTS, PROCEEDINGS, 2010, :568-+
[40]   Distress Characteristics in Embankment-Bridge Transition Section of the Qinghai-Tibet Railway in Permafrost Regions [J].
Peifeng He ;
Fujun Niu ;
Yunhui Huang ;
Saize Zhang ;
Chenglong Jiao .
International Journal of Disaster Risk Science, 2023, 14 :680-696
12345