Laboratory investigation on relationship between degree of saturation, B-value and P-wave velocity

被引:12
作者
Gu Xiao-qiang [1 ,2 ]
Yang Jun [3 ]
Huang Mao-song [1 ,2 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[3] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
degree of saturation; B-value; P-wave velocity; bender element; COMPRESSIONAL WAVE; ELEMENT; LIQUEFACTION; RESISTANCE; SAND; SOIL;
D O I
10.1007/s11771-013-1701-x
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
Laboratory tests were performed on Toyoura sand specimens to investigate the relationship between degree of saturation S (r), B-value and P-wave velocity V (p). Different types of pore water (de-aired water or tap water) and pore gas (air or CO2) as well as different magnitudes of back pressure were used to achieve different S (r) (or B-value). The measured relationship between B-value and V (p) was not consistent with the theoretical prediction. The measurement shows that the V (p) value in the specimen flushed with de-aired water is independent of B-value (or S (r)) and is always around the one in fully saturated condition. However, the V (p) value in the specimen flushed with tap water increases with B-value, but the shape of the relationship between V (p) and B-value is quite different from the theoretical prediction. The possible explanation for the discrepancy between laboratory measurement and theoretical prediction lies in that the air exists in the water as air bubbles and therefore the pore fluid (air-water mixture) is heterogeneous instead of homogenous assumed in the theoretical prediction.
引用
收藏
页码:2001 / 2007
页数:7
相关论文
共 17 条
[1]  
[Anonymous], 2001, P 4 INT C REC ADV GE
[3]  
GU Xiao-qiang, 2012, DYNAMIC PROPERTIES G
[4]   Experimental study on the relationship between degree of saturation and P-wave velocity in sandy soils [J].
Hatanaka, Munenori ;
Masuda, Takemi .
GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION, 2008, :346-351
[5]   Bender elements: Performance and signal interpretation [J].
Lee, JS ;
Santamarina, JC .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2005, 131 (09) :1063-1070
[6]  
Lee SH, 2007, J KOREAN GEOTECH SOC, V23, P71
[7]   A novel bender/extender element for soil testing [J].
Lings, ML ;
Greening, PD .
GEOTECHNIQUE, 2001, 51 (08) :713-717
[8]  
Naesgaard E., 2007, Int. J. Geomechanics, V7, P437
[9]   Observation of Biot compressional wave of the second kind in granular soils [J].
Nakagawa, K ;
Soga, K ;
Mitchell, JK .
GEOTECHNIQUE, 1997, 47 (01) :133-147
[10]  
NAKAZAWA H, 2007, S C JGS, V62, P346