Experimental Research on the Liquefaction Potential of Tailings Silt in Zhuziqing Tailings Dam

被引:0
作者
Hu Jingyou [1 ]
Xie Jianbin [2 ]
Li Wei [3 ]
Li Chenghui [1 ]
机构
[1] Southwest Jiaotong Univ, Coll Civil Engn, Chengdu 610031, Peoples R China
[2] Yunnan Univ, Dept Civil Engn, Kunmming, Peoples R China
[3] Kunming Juniong Geotech Engn Co Ltd, Kunming, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词
Tailings Dam; Tailings silt; Liquefaction potential; Standard penetration test; Wave velocity test;
D O I
10.4028/www.scientific.net/AMM.204-208.708
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The particle composition, physical and mechanical properties of tailings silt in Zhuziqing tailings dam were tested by means of field survey and lab test. And the liquefaction potential of tailings silt in Zhuziqing tailings dam were investigated based on field-performance data using standard penetration test (SPT) and wave velocity test (WVT) methods. Results show that the liquefaction potential of tailings silt in Zhuziqing tailings dam can be evaluated by means of SPT and WVT. Results also show that there is almost non liquefaction at the places in Zhuziqing tailings dam where are under the seventh sub-dam, and there is serious liquefaction in the new sub-dam and deposited beach, which locate at the places above the eleventh sub-dam.
引用
收藏
页码:708 / 713
页数:6
相关论文
共 7 条
[1]  
Espsito T., 2002, Int. J. Surf. Min. Reclam. Environ, V16, P304, DOI [10.1076/ijsm.16.4.304.8639, DOI 10.1076/IJSM.16.4.304.8639]
[2]  
Guangzhi Yin, 2010, DISASTER ADV, V3, P372
[3]  
Jianbin Xie, 2012, ADV MAT RES, V524-527, P459
[4]   Stability of tailings dams under static and seismic loading [J].
Psarropoulos, Prodromos N. ;
Tsompanakis, Yiannis .
CANADIAN GEOTECHNICAL JOURNAL, 2008, 45 (05) :663-675
[5]   A review of the European incidents in the worldwide context [J].
Rico, M. ;
Benito, G. ;
Salgueiro, A. R. ;
Diez-Herrero, A. ;
Pereira, H. G. .
JOURNAL OF HAZARDOUS MATERIALS, 2008, 152 (02) :846-852
[6]   Evaluation of Flow Liquefaction and Liquefied Strength Using the Cone Penetration Test [J].
Robertson, P. K. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2010, 136 (06) :842-853
[7]   Liquefaction assessments by field-based methodologies: foundation soils at a dam site in Northeast Turkey [J].
Ulusay, Resat ;
Tuncay, Ergun ;
Hasancebi, Nilsun .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2007, 66 (03) :361-375