Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils

被引：18
作者：
A. Anagnostopoulos
G. Koukis
N. Sabatakakis
G. Tsiambaos
机构：
[1] Department of Geotechnical Eng., National Technical Univ. of Athens, Athens 10682
[2] Department of Geology, Patras University, Patras
来源：
Geotechnical & Geological Engineering | 2003年 / 21卷 / 4期
关键词：
Cone penetration test; Greek soils; In-situ tests; Laboratory tests; Site investigation;
D O I：
10.1023/B:GEGE.0000006064.47819.1a
中图分类号：
学科分类号：
摘要：
This study presents the results of Cone Penetration Tests (CPT) and estimated correlations with the results of other in-situ tests (standard penetration test, cross-hole, seismocone) and laboratory tests (classification and undrained shear strength tests). These tests cover nearly all types of penetrable soils in Greece and, together with the formulation of empirical correlations, complement and improve on previous studies due to the significant number of CPT measurements.
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收藏
页码：377 / 387
页数：10
相关论文
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