Citation: | SHAO Shuai, SHAO Sheng-jun, CHEN Pan, ZHANG Bo. Experimental study on seismic subsidence characteristics of structural loess under cyclic torsional shear[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(6): 1167-1173. DOI: 10.11779/CJGE202006023 |
[1] |
谢定义. 黄土土力学[M]. 北京: 高等教育出版社, 2015.
XIE Ding-yi. Mechanics of Loess[M]. Beijing: Higher Education Press, 2015. (in Chinese)
|
[2] |
刘祖典. 黄土力学与工程[M]. 西安: 陕西科技出版社, 1997.
LIU Zu-dian. Mechanics and Engineering of Loess[M]. Xi'an: Shaanxi Science& Technology Press, 1997. (in Chinese)
|
[3] |
刘东生. 黄土与环境[M]. 北京: 科学出版社, 1985: 208-247.
LIU Dong-sheng. Loess and the Environment[M]. Beijing: China Science Press, 1985: 208-247. (in Chinese)
|
[4] |
邵生俊. 砂土的物态本构模型及其应用[M]. 西安: 陕西科技出版社, 2002.
SHAO Sheng-jun. Physical State Constitutive Model of Sand and Application[M]. Xi'an: Shaanxi Science& Technology Press, 2002. (in Chinese)
|
[5] |
王强. 黄土的震陷特性及场地震陷分析评价方法研究[D]. 西安: 西安理工大学, 2017.
WANG Qiang. Seismic Subsidence Characteristic of Loess and Evaluation Methods of Seismic Subsidence At Loess Site[D]. Xi'an: Xi'an University of Technology, 2017. (in Chinese)
|
[6] |
王兰民. 黄土动力学[M]. 北京: 地震出版社, 2003.
WANG Lan-min. Loess Dynamics[M]. Beijing: Earthquake Publishing House, 2003. (in Chinese)
|
[7] |
张帅. 双向循环应力作用下黄土强度特性试验研究[D]. 陕西: 西北农林科技大学, 2014.
ZHANG Shuai. Experiment Research on Strength Character of Loess Under Bi-Directional Cyclic Loding[D]. Shaanxi: Xi'an University of Technology, 2014. (in Chinese)
|
[8] |
吴飞洁. 非饱和黄土震陷变形的动单剪试验研究[D]. 西安: 西安理工大学, 2017.
WU Fei-jie. Dynamic Simple Shear Test on Seismic Subsidence Deformation of Unsaturated Loess[D]. Shaanxi: Xi'an University of Technology, 2017. (in Chinese)
|
[9] |
HIGHT D W, GENS A, SYMES M J. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils[J]. Géotechnique, 1983, 33(4): 355-384. doi: 10.1680/geot.1983.33.4.355
|
[10] |
ISHIHARA K, TOWHATA I. Sand response to cyclic rotation of principal stress directions as induced by wave load[J]. Soils and Foundations, 1983, 23(4): 11-26. doi: 10.3208/sandf1972.23.4_11
|
[11] |
ISHIHARA K, YAMAZAKI A. Analysis of wave--induced liquefaction in seabed deposits of sand[J]. Soils and Foundations, 1984, 24(3): 85-100. doi: 10.3208/sandf1972.24.3_85
|
[12] |
VAID Y P, SAYAO A, et al. Genearlized stres-path dependent Soil behavior with a new hollow cylinder torsional apparatus[J]. Canadian Geotechnical Journal, 1990, 27(5): 601-616. doi: 10.1139/t90-075
|
[13] |
SAYAO A, VAID Y P. A critical assessment of stress nonuniformities in hollow cylinder test spacimens[J]. Soils and Foundations, 1991, 31(l): 60-72.
|
[14] |
潘华, 陈国兴. 动态围压下空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J]. 岩土力学, 2011, 32(6): 1701-1712. doi: 10.3969/j.issn.1000-7598.2011.06.018
PAN Hua, CHEN Guo-xing. Analysis of capabilities of HCA to simulate stress paths for principal stressrotation under dynamic confining pressure[J]. Rock and Soil Mechanics, 2011, 32(6): 1701-1712. (in Chinese) doi: 10.3969/j.issn.1000-7598.2011.06.018
|