In situ and laboratory shear wave velocity measurements of the Boom clay

被引：0
|
作者：
Haegeman, W [1 ]
Menge, P [1 ]
机构：
[1] State Univ Ghent, Lab Soil Mech, B-9000 Ghent, Belgium
来源：
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper describes an investigation of shear wave velocity and stiffness characteristics of the Belgian Boom clay at the research site for a screw pile project. Results from both in situ and laboratory tests are presented. In situ measurements comprised shear wave velocities using the seismic cone penetration test and surface wave velocities using Spectral Analysis of Surface Waves (SASW). Laboratory tests include triaxial compression tests with bender element measurements. The results of the in situ and laboratory investigations are described and compared. The effect of both inherent and stress induced anisotropy on the wave velocity and stiffness characteristics is highlighted. Laboratory data on undisturbed samples show results broadly consistent with in situ results.
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页码：415 / 418
页数：4
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