| [1] |
YOSHIMI, Y, OH-OKA, H. Influence of degree of shear stress reversal on the liquefaction potential of saturated sand[J]. Soils and Foundations, 1975, 15(3): 27-40.
|
| [2] |
SEED H B. Earthquake-resistant design of earth dams[C]// Proceedings of the Symposium on Seismic Design of Earth Damsand Caverns. New York, 1983: 41-64.
|
| [3] |
VAID Y P, CHERN J C. Cyclic and monotonic undrained response of saturated sands[C]// Advances in the Art of Testing Soils Under Cyclic Conditions. ASCE, 1985: 120-147.
|
| [4] |
SEED R B, HARDER L F. SPT-based analysis of cyclic pore pressure generation and undrained residual strength[C]// Proceedings of H.B. Seed Memorial Symposium. California: University of California Berkeley, 1990: 351-376.
|
| [5] |
YANG J, SZE H Y. Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions[J]. Géotechnique, 2011, 61(1): 59-73.
|
| [6] |
SIVATHAYALAN S, HA D. Effect of initial static shear stress on the cyclic resistance of sands in simple shear loading[J]. Canadian Geotechnical Journal, 2011, 48(10): 1471-1484.
|
| [7] |
CHIARO G, KOSEKI J, SATO T. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests[J]. Soils and Foundations, 2012, 52(3): 498-510.
|
| [8] |
王余庆, 栾 芳, 韩清宇, 等. 预测轻亚粘土液化势的统计公式[J]. 岩土工程学报, 1980, 2(3): 103-112. (WANG Yu-qing, LUAN Fang, HAN Qing-ya, et al. Explorations of liquefaction problems of satnrated sands[J]. Journal of Geotechnical Engineering, 1980, 2(3): 103-112. (in Chinese))
|
| [9] |
石兆吉, 郁寿松, 王余庆, 等. 饱和轻亚黏土地基液化可能性判别[J]. 地震工程与工程振动, 1984, 4(3): 71-82. (SHI Zhao-ji, YU Shou-song, WANG Yu-qin, et al. Prediction of liquefaction potential of saturated clayey silt[J]. Earthquake Engineering and Engineering Vibration, 1984, 4(3): 71-82. (in Chinese))
|
| [10] |
刘恢先. 唐山大地震震害(第一册)[M]. 北京: 地震出版社, 1989. (LIU Hui-xian. The Tangshan Great Earthquake in 1976[M]. Beijing: Earthquake Press, 1989. (in Chinese))
|
| [11] |
GBJ11 89 建筑抗震设计规范[S]. 1989. (GBJ11-89 Code for seismic design of buildings[S]. 1989. (in Chinese))
|
| [12] |
HYDE A F, HIGUCHI T, YASUHARA K. Liquefaction, cyclic mobility, and failure of silt[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(6): 716-735.
|
| [13] |
沈 扬, 张朋举, 闫 俊, 等.主应力轴旋转下小偏压固结密实粉土崩塌特性及孔压模型研究[J]. 岩土力学, 2012, 33(9): 2561-2568. (SHEN Yang, ZHANG Peng-ju, YAN Jun, et al. Collapse characteristics and unified pore water pressure model of slightly anisotropically consolidated dense silt under principal stress axis rotation[J]. Rock and Soil Mechanics, 2012, 33(9): 2561-2568. (in Chinese))
|
| [14] |
SAĞLAM S, BAKIR B S. Cyclic response of saturated silts[J]. Soil Dynamics and Earthquake Engineering, 2014, 61: 164-175.
|
| [15] |
HYODO M, MURATA H, YASUFUKU N, et al. Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests[J]. Soils and Foundations, 1991, 31(3): 60-76.
|
| [16] |
牛建新, 汪闻绍. 循环扭剪试验中饱和砂土的某些动力特性[J]. 水利学报, 1994(5): 77-83. (NIU Jian-xin, WANG Wen-shao. Some dynamic properties of saturated sands with torsional shear apparatus[J]. Journal of Hydraulic Engineering, 1994(5): 77-83. (in Chinese))
|
| [17] |
王炳辉, 陈国兴. 循环荷载下饱和南京细砂的孔压增量模型[J]. 岩土工程学报, 2011, 33(2): 188-194. (WANG Bing-hui, CHEN Guo-xing. A pore water pressure increment model for saturated nanjing fine sand subjected to cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 188-194. (in Chinese))
|
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