|Citation:||BAI Bing, NIE Qingke, HU Jianmin, SHANG Weidong. 2008: SOME MECHANICAL CHARACTERISTICS OF SOFT CLAY UNDER CYCLIC AXIAl SHEARING. JOURNAL OF ENGINEERING GEOLOGY, 16(3): 348-353.|
 Ohara S. Study on the settlement of saturated clay layer induced by cyclic shear
[J]. Soils and Foundations, 1988, 28(3) : 103~113.
 Sangrey D A. Cyclic Loading of sands, silts and clays
[J]. Earthquake Engineering and soil dynamics, 1978, 10(1): 836~85l.
 Sakai A, Samang L, Miura N. Partially-drained cyclic behavior and its application to the settlement of a low embankment road on silty-clay
[J]．Soils and Foundations，2003，43(1)：33~46.
 Yasuhara K. Postcyclic undrained strength for cohesive soils
[J]. Journal of Geotechnical Engineering, 1994,120(11) : 1961~1979.
 Hyodo M, Yasuhara K, Hirao K. Prediction of clay behaviour in undrained and partially drained cyclic triaxial tests
[J]. Soils and Foundations, 1992,32(4) : 117~127.
 Hyodo M，Hyde A F L，Yamamoto Fuji Cyclic shear strength of undisturbed and remoulded marine clays
[J]. Soils and Foundations，1999，39(2)：45~48.
 Larew H G, Leonards A A. Repeated load strength
[J]. Highway Research Board, 1962, 41(2): 529.
 Lefebvre G. Strain rate and preshear effects in cyclic resistance of soft clay
[J]．Journal of geotechnical engineering, 1996, 22(1): 21~26.
 Matsui T. Estimation of shear characteristic degradation and stress-strain relationship of saturated clays after cyclic loading
[J]. Soils and Foundations, 1992, 32(1) 161~172.
 白冰，肖宏彬 . 软土工程若干理论与应用
Bai Bing, Xiao Hongbin. The theory and application of soft clay engineering. Beijing: The Hydraulic and Electric Press of China, 2002.
Deng Yongfeng, et al. Sediment environment of shallow marine clays deposited in Lianyungang area and their physical and mechanical properties. Journal of Engineering Geology, 2005, 13(1):29~33.