Cumulative deformation of saturated soft clay subjected to cyclic rotation of principal stress axis
YAO Zhao-ming1, HUANG Mao-song2, CAO Jie3
1. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. R & D Center, China Airport Construction Group Corporation, Beijing 100062, China
Abstract:The magnitude and direction of the principal stress of roadbed soil element will chang simultaneously under traffic loading. The traditional model based on tri-axial cyclic loading test data can not reflect the phenomenon of the principal stress rotation. After the axial stress-controlled equation and the circumferential shear stress-controlled equation are derived, a series of consolidated undrained cyclic shear tests are performed under the condition that the value of the general shear stress is constant and the principal stress angle is rotating. At the same time the cyclic torsional shear tests are performed under the condition of consolidation. The element affecting the plastic accumulative strain is analyzed. The test that the value of the general shear stress is constant and the angle of the principal stress is rotating is equivalent to those that the static deviatoric stress and dynamic stress are different. The explicit strain model in the 12th reference is verified to calculate the accumulative strain caused by the cyclic loading of the principal stress axis.
姚兆明, 黄茂松, 曹杰. 主应力轴循环旋转下饱和软黏土的累积变形[J]. 岩土工程学报, 2012, 34(6): 1005-1012.
YAO Zhao-ming, HUANG Mao-song, CAO Jie. Cumulative deformation of saturated soft clay subjected to cyclic rotation of principal stress axis. Chinese J. Geot. Eng., 2012, 34(6): 1005-1012.
[1] GBABOUSSI J, MOMEN H. Plasticity model for cyclic behavior of sands[C]// Proceedings of the 3rd International Conference on Numerical Methods in Geomechanics. Aachen, 1979: 423 – 434. [2] MROZ Z, NORRIS V A, ZIEENKIEWICZ O C. An anisotropic hardening model for soils and its application to cyclic loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1978, 2 (3): 203 – 221. [3] LI T, MEISSNER H. Two-surface plasticity model for cyclic undrained behavior of clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128 (7): 613 – 626. [4] SUIKER A S J, de Borst R. A numerical model for the cyclic deterioration of railway tracks[J]. International Journal for Numerical Methods In Engineering, 2003, 57 (4): 441 – 470. [5] PONDER A R S. The analysis of cyclically loaded creeping structures for short cyclic times[J]. International Journal of Solids and Structures, 1976, 12 (2): 809 – 825. [6] MONISMITH C L, OGAWA N, FREEME C R. Permanent deformation characteristics of subgrade soils due to repeated loading[R]. Transportation Research Record. No. 537. Transportation Research Board. Washington, D C, 1975: 1 – 17. [7] LI D, SELIG E T. Cumulative plastic deformation for fine-grained subgrade soils[J]. Journal of Geotechnical Engineering, 1996, 122 (12): 1006 – 1013. [8] CHAI J C, MIURA N. Traffic-load induced permanent deformation of road on soft subsoil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128 (11): 907 – 916. [9] PARR G B. Some aspects of the behavior of London clay under repeated loading[D]. Nottingham: University of Nottingham, 1972. [10] 黄茂松 , 李进军 , 李兴照 . 饱和软黏土的不排水循环累积变形特性 [J]. 岩土工程学报 , 2006, 28 (7): 891 – 895. (HUANG Mao-song, LI Jin-jun, LI Xing-zhao. Cumulative deformation behavior of soft clay in cyclic undrained tests [J] . Chinese Journal of Geotechnical Engineering, 2006, 28 (7): 891 – 895. (in Chinese)) [11] 刘 明 , 黄茂松 , 柳艳华 . 车振荷载引起的软土越江隧道长期沉降分析 [J]. 岩土工程学报 , 2009, 31 (11): 1703 – 1709. (LIU Ming, HUANG Mao-song, LIU Yan-hua. Analysis for long-term settlement of tunnel across river induced by vehicle operation[J]. Chinese Journal of Geotechnical Engineering, 2009, 31 (11): 1703 – 1709. (in Chinese)) [12] 黄茂松 , 姚兆明 . 循环 荷载 下饱和软黏土的累积变形显式模型 [J]. 岩土工程学报 , 2011, 33 (3): 325 – 331. ( HUANG Mao-song, YAO Zhao-ming. Explicit model for saturated clay behavior subjected to cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33 (3)): 325 – 331. (in Chinese)) [13] 沈 扬 . 考虑主应力 方向 变化的原状软黏土试验研究 [D]. 杭州 : 浙江大学 , 2007. (SHEN Yang. Experimental study on effect of variation of principal stress orientation on undisturbed soft clay[D]. Hangzhou: Zhejiang University, 2007. (in Chinese))