岩土工程、土木及建筑工程 |
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循环动载作用下层状介质长期沉降计算方法 |
刘萌成1,2, 朱洪洲1 |
1.重庆交通大学 土木建筑学院,重庆 400074; 2.浙江工业大学 建筑工程学院,浙江 杭州 310014 |
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Computational procedure for longterm settlement of
layered medium under cyclic dynamic loads |
LIU Meng-cheng1,2, ZHU Hong-zhou1 |
1.School of Civil Engineering Architecture and Construction,Chongqing Jiaotong University, Chongqing 400074, China;
2. College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China |
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JIANG Jianqun, ZHOU Huafei, ZHANG Tuqiao. Steadystate response of an elastic halfspace under a moving point load [J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 440-444.
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[11] WOLFF H, VISSER A T. Incorporating elastoplasticity in granular layer pavement design [C]∥ Proceedings of the Institution of Civil Engineers Transport, London: Thomas Telford Publishing, 1994: 259-272.
[12] LI D, SELIG E T. Cumulative plastic deformation for finegrained subgrade soils [J] Journal of Geotechnical Engineering, 1996, 122(12): 1006-1013.
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[14] CHAI J C, MIURA N. Trafficloadinduced permanent deformation of road on soft subsoil [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(11): 907-916.
[15] ABDELKRIM M, BONNET G, BUHAN P. A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading [J]. Computers and Geotechnics, 2003, 30(6): 463-476.
[16] SUIKER A S J, BORST R. The mechanical behavior of ballasted railway tracks [D]. Delft: Delft University of Technology, 1997. |
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