Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (4): 1457-1464.doi: 10.16285/j.rsm.2017.2344

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental investigation on shear wave velocity of sand-silt mixtures based on the theory of inter-grain contact state

ZHU Yu-meng1, WU Qi1, CHEN Guo-xing1, 2   

  1. 1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, Jiangsu 210009, China; 2. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing Tech University, Nanjing, Jiangsu 210009, China
  • Received:2017-11-24 Online:2019-04-11 Published:2019-04-25
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41172258, 51438004) and the National Program on Key Basic Research Program of China (2014CB047005).

Abstract: In order to investigate the impacts of fine content FC, relative density Dr and initial effective confining pressure on the shear wave velocity Vs of sand-silt mixtures, a series of bender element tests was performed on saturated sand-silt mixtures with different FC, Dr and . The test results show that Vs of loose and medium-dense mixtures firstly decreases and then increases as FC increases, while Vs of dense mixtures presents a trend of decreasing. At a fixed FC, the Vs of the mixtures decreases monotonically with the increase of the consoildated void ratio ec, but there is no a single negative linear relationship between Vs and ec of different FC mixtures. It is found that the Vs of mixtures with different FC, Dr and decreases monotonically with the increase of the equivalent skeleton void ratio esk*. The test data of three types of sand-silt mixtures in the literature also support this conclusion. The test results show that esk* is the only physical state index with negative linear correlation with Vs of sand-silt mixtures.

Key words: sand-silt mixtures, shear wave velocity, fines content, equivalent skeleton void ratio

CLC Number: 

  • TU 443
[1] ZHANG Sheng, GAO Feng, CHEN Qi-lei, SHENG Dai-chao, . Experimental study of fine particles migration mechanism of sand-silt mixtures under train load [J]. Rock and Soil Mechanics, 2020, 41(5): 1591-1598.
[2] YANG Yang, SUN Rui, CHEN Zhuo-shi, YUAN Xiao-ming. Liquefaction probability formula of shear wave velocity based on conventional parameters of soil layer [J]. Rock and Soil Mechanics, 2019, 40(7): 2755-2764.
[3] WANG Hai-bo, WU Qi, YANG Ping,. Effect of fines content on liquefaction resistance of saturated sandy soils [J]. , 2018, 39(8): 2771-2779.
[4] WU Qi, CHEN Guo-xing , ZHU Yu-meng, ZHOU Zheng-long, LING Dao-sheng,. Determination of threshold fines content for sand-silt mixtures [J]. , 2017, 38(S2): 107-115.
[5] CHEN Yu-long , ZHANG Yu-ning,. Experimental study of effects of non-plastic fines on liquefaction properties of saturated sand [J]. , 2016, 37(2): 507-516.
[6] LI Qing . Determination of shear wave velocities of soft clay samples using side-mounted bender elements [J]. , 2015, 36(S1): 413-416.
[7] KONG Meng-yun , CHEN Guo-xing , LI Xiao-jun , CHANG Xiang-dong , ZHOU Guo-liang,. Shear wave velocity and peak ground acceleration based deterministic and probabilistic assessment of seismic soil liquefaction potential [J]. , 2015, 36(5): 1239-1252.
[8] HE Xian-long ,ZHAO Li-zhen ,SHE Tian-li,. A new method for automatic picking shear wave velocity based on energy gradient [J]. , 2015, 36(3): 847-853.
[9] DING Bo-yang, ZHANG Yong. Discussion on dynamic test and characteristics of structural properties of Quaternary soft clay in Hangzhou region [J]. , 2012, 33(2): 336-342.
[10] KONG Ling-wei, LI Xin-ming, TIAN Hu-nan. Effect of fines content on permeability coefficient of sand and its correlation with state parameters [J]. , 2011, 32(S2): 21-26.
[11] WANG Yong ,WANG Yan-li. Study of effects of fines content on dynamic elastic modulus and damping ratio of saturated sand [J]. , 2011, 32(9): 2623-2628.
[12] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions [J]. , 2010, 31(8): 2541-2545.
[13] CAI Guo-jun, LIU Song-yu, TONG Li-yuan, DU Guang-yin. Evaluation of maximum shear modulus of soft clay from seismic piezocone tests (SCPTU) [J]. , 2008, 29(9): 2556-2560.
[14] DONG Lian-cheng ,TAO Xia-xin ,SHI Li-jing ,LI Guang-ying . Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array [J]. , 2008, 29(2): 553-556.
[15] CHENG Guo-yong , WANG Jian-hua , ZHENG Xian-min . Experimeatal study on quantitative relationship between shear wave velocity and cyclic liquefaction resistance of saturated sand [J]. , 2007, 28(4): 689-693.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!