张向东, 冯胜洋, 王长江.辽西风积土动力特性实验研究[J].实验力学, 2012, 27(2):165-170. ZHANG Xiangdong, FENG Shengyang, WANG Changjiang.Experimental study of dynamic characteristics for aeolian soil in west Liaoning province[J].Journal of Experimental Mechanics, 2012, 27(2):165-170.(in Chinese)
[2]
Andersen K H.Behaviour of clay subjected to undrained cyclic loading[A].Proceedings international conference on the behavious of offshore structures[C].BOSS, 76, 1976, 1:392-403.
[3]
Andersen K H, et al. Cyclic and static laboratory tests on drammen clay[J].ASCE., 1980, 106(GT5):499-529.
[4]
Andersen K H, et al.Cyclic soil data for design of gravity structures[J].ASCE, 1988, 114(GT5):517-539.
[5]
Shambhu S, Sharma, Martin F.Degradation of stiffness of cemented calcareous soil in cyclic triaxial tests[J].Journal of Geotchnical and Geoenvironmental Engineering, 2003, 129(7):619-629.
[6]
张向东, 刘功勋, 于 崇, 等.辽西地区风积土结构特性试验研究[J].岩土力学, 2008, 2(3):691-695. ZHANG Xiangdong, LIU Gongxun, YU Chong, et al.Testing study on structural character of aeolian soil in western area of Liaoning Province[J]. Rock and Soil Mechanics, 2008, 29(3):691-695.(in Chinese)
[7]
张向东, 李 旭, 刘家顺, 等.动荷载作用下风积土路基振陷变形[J].公路交通科技, 2011, 28(12):39-43. ZHANG Xiangdong, LI Xu, LIU Jiashun, et al.Vibratipon excited subsidence of Aeolian subsoil under dynamic load[J].Journal of Highway and Transportation Research and Development, 2011, 28(12):39-43.(in Chinese)
[8]
Seed H B, Chan C K.Clay strength under earthquake loading conditions[J].Journal of the soil mechanics and foundations division, 1996, SM2:53-78.
[9]
Idriss I M, Singh R D, Dobry R. Nonlinear behavior of soft clays during cyclic loading[J]. Journal of Geotechnical Engineering, 1978, 104(12):1427-1447.
[10]
Yasuhara K, Hyde A F L, Toytoa N, et al. Cyclic stiffness of plastic silt with an initial drained shear stress[C]// Proc. Geotechnique Symp. on Pre-failure Deformation of Geomterials. London:Thomas Telford Ltd., 1998:373-382.
[11]
Vueetic M.Normalized behavior of clay under irregular cyclic loading[J].Canadian Geotechnical Journal, 1990, 27(1):29-16.
[12]
Idriss I M, Dobry R., Singh R D.Nonlinear behavior of soft clays during cyclic loading[J].Journal of soil Mechanics and Foundations, ASCE, 1978, 104(12):1427-1447.
[13]
王 军, 蔡袁强, 徐长节.循环荷载作用下软黏土刚度软化特征试验研究[J].岩土力学, 2007, 28(10):2138-2144. WANG Jun, CAI Yuanqiang, XU Changjie.Experimental study on degradation of stiffness of saturated soft clay under undrained cyclic loading[J].Rock and Soil Mechanics, 2007, 28(10):2138-2144.(in Chinese)
[14]
尚守平, 卢华喜, 任 慧等.粉质黏土动剪切模量的试验对比研究[J].岩土工程学报, 2006, 28(3):410-414. SHANG Shouping, LU Huaxi, REN Hui, et al.Comparative study on dynamic shear modulus of silty clay[J].Chinese Journal of Geotechnical Engineering, 2006, 28(3):410-414.(in Chinese)
[15]
Viggiani G, Atkinon J H.Stiffness of fine-grained soil at very small strains[J].Geotechnique, 1995, 45(2):249-265.
[16]
CHAI J C, MIURA N.Traffic-load-induced permanent deformation of road on soft subsoil[J].Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128(11):907-916.
[17]
李进军, 黄茂松, 王育德.交通荷载作用下软土地基累积塑性变形分析[J].中国公路学报, 2006, 19(1):1-5. LI Jinjun, HUANG Maosong, WANG Yude.Analysis of cumulative plastic deformation of soft clay foundation under traffic loading[J].China Journal of Highway and Transport, 2006, 19(1):1-5.(in Chinese)
[18]
沈珠江.基于有效固结应力理论的粘土压力公式[J].岩土工程学报, 2000, 22(3):353-356. SHEN Zhujiang.Earth pressure of clay based on effective consolidation stress theory[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3):353-356.(in Chinese)
[19]
栾茂田, 张振东, 徐成顺, 等.K0固结条件下砂土的循环剪切特性试验研究[J].岩土力学, 2008, 29(9):2323-2328. LUAN Maotian, ZHANG Zhendong, XU Chengshun, et al.Experimental studies of cyclic shear characteristic of sand under K0 consolidation condition[J]. Rock and Soil Mechanics, 2008, 29(9):2323-2328.(in Chinese)
[20]
Mohajeri M, Towhata I.Stress-strain behavior of compacted sandy material under cyclic simple shear[J].Soils and Foundation, 2003, 43(6):75-89.