Empirical estimation of shear wave velocity from in situ tests on soil formations in Greece

被引：35
|
作者：
Tsiambaos, G. [1 ]
Sabatakakis, N. [2 ]
机构：
[1] Natl Tech Univ Athens, Dept Geotech Engn, Athens 15780, Greece
[2] Univ Patras, Dept Geol, Lab Engn Geol, Patras 26500, Greece
来源：
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2011年 / 70卷 / 02期
关键词：
In situ testing; Shear wave velocity; Standard penetration test; Cone penetration test; Dynamic soil properties; RESISTANCE;
D O I：
10.1007/s10064-010-0324-9
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Shear wave velocity is an important input parameter for dynamic ground analysis. Standard penetration test blow counts, static cone penetration tip resistance and shear wave velocity (VS) obtained by the cross-hole technique have been collected from a large number of projects in Greece over the last 10 years and regression analysis used to develop empirical relationships. The paper discusses the factors which influence the derived equations, in particular the relevance of the soil type.
引用
收藏
页码：291 / 297
页数：7
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