Citation: | LI Tao, TANG Xiao-wei. Experimental study on effect of coexistence of clay and silt on static and dynamic liquefaction of sand[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 169-172. DOI: 10.11779/CJGE2019S2043 |
[1] |
YANG J, WEI L M.Collapse of loose sand with the addition of fines: the role of particle shape[J]. Géotechnique, 2012, 62(12): 1111-1125.
|
[2] |
XENAKI V C, ATHANASOPOULOS G A.Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines[J]. Soil Dynamics and Earthquake Engineering, 2003, 23: 183-194.
|
[3] |
董林, 王兰民, 夏坤, 等. 含细粒砂性土标贯液化判别方法改进研究[J]. 岩土工程学报, 2015, 37(12): 2320-2325.
(DONG Lin, WANG Lan-min1, XIA Kun, et al. Improvement of SPT-based liquefaction discrimination methods for fines-containing sandy soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2320-2325. (in Chinese)) |
[4] |
CARRERA A, COOP M R, LANCELLOTTA R.Influence of grading on the mechanical behavior of stave tailings[J]. Géotechnique, 2011, 61(11): 935-946.
|
[5] |
THEVANAYAGAM S, MOHAN S.Intergranular state variables and stress-strain behaviour of silty sands[J]. Géotechnique, 2000, 50(1): 1-23.
|
[6] |
SL237—1999土工试验规程[S]. 1999.
(SL237—1999 Specification of Soil Test[S]. 1999. (in Chinese)) |
1. |
宝鑫,刘晶波,李述涛,陆喜欢,王菲. 地下结构整体式反应位移法的改进. 工程力学. 2023(01): 76-86 .
![]() | |
2. |
肖鑫华. 基于数值模拟对深埋引水隧洞地震响应研究. 水利科技与经济. 2022(12): 105-109+115 .
![]() |