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

被引：8

作者：

A. Anagnostopoulos

G. Koukis

N. Sabatakakis

G. Tsiambaos

机构：

[1] National Technical University of Athens,Department of Geotechnical Engineering

[2] Patras University,Department of Geology

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.

引用

页码：377 / 387

页数：10

共 50 条

[31] Relative density of cohesionless soils from dynamic probe and cone penetration tests - An updated assessment of empirical relationships
Vrettos, Christos
Papamichael, Salomi
GEOTECHNIK, 2018, 41 (03) : 186 - 196
[32] Correlations of soil shear strength with specific penetration resistance of CPT in Shanghai area
Ma Hai-Peng
Chen Zu-yu
Yu Shu
ROCK AND SOIL MECHANICS, 2014, 35 (02) : 536 - 542
[33] New statistical and graphical assessment of CPT-based empirical correlations for the shear wave velocity of soils
Zhang, Mingfei
Tong, Liyuan
ENGINEERING GEOLOGY, 2017, 226 : 184 - 191
[34] Correlations of soil shear strength with specific penetration resistance of CPT in Shanghai area
Ma, Hai-Peng
Chen, Zu-Yu
Yu, Shu
Yantu Lixue/Rock and Soil Mechanics, 2014, 35 (02): : 536 - 542
[35] Development of P-Y curves for single piles based on full-scale lateral load tests and the cone penetration test (CPT) in clayey soils
Bouafia, Ali
JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES, 2024, 11 (01): : 79 - 96
[36] Spatial probabilistic evaluation of offshore/nearshore sea bottom soils based on cone penetration tests
Oguz, Emir Ahmet
Huvaj, Nejan
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (02) : 971 - 983
[37] Coefficient of consolidation measured by cone penetration tests in overconsolidated cohesive soils
Zhang, Wenli
Liu, Kehan
Wang, Dong
Zheng, Jingbin
OCEAN ENGINEERING, 2023, 276
[38] EVALUATION OF LIQUEFACTION POTENTIALS OF SOILS USING CONE PENETRATION TESTS.
Shibata, Toru
Teparaksa, Wanchai
Soils and Foundations, 1988, 28 (02) : 49 - 60
[39] Spatial probabilistic evaluation of offshore/nearshore sea bottom soils based on cone penetration tests
Emir Ahmet Oguz
Nejan Huvaj
Bulletin of Engineering Geology and the Environment, 2020, 79 : 971 - 983
[40] Centrifuge Tests of Cone-Penetration Test of Layered Soil
Khosravi, Mohammad
DeJong, Jason T.
Boulanger, Ross W.
Khosravi, Ali
Hajialilue-Bonab, Masoud
Sinha, Sumeet K.
Wilson, Daniel
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2022, 148 (04)

← 1 2 3 4 5 →