Deformation parameters of soils determined by the cone penetration test

被引：4

作者：

Bulko, Roman ^{[1
]}

Gago, Filip ^{[1
]}

机构：

[1] Univ Zilina, Fac Civil Engn, Dept Geotech, Univ 8215-1, Zilina, Slovakia

来源：

RSP 2017 - XXVI R-S-P SEMINAR 2017 THEORETICAL FOUNDATION OF CIVIL ENGINEERING | 2017年 / 117卷

关键词：

D O I：

10.1051/matecconf/201711700025

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The article deals with the derivation of correlation relations from the cone penetration test, which are applied as input parameters in the calculations of advanced constitutive soil models. Numerical modelling has become important part of geotechnical calculation. Hand in hand there is a big demand for accurately determined input parameters for constitutional models, that are not usually determined by IG surveys. On the model area we applied fieldworks as cone penetration tests and boreholes to obtain detailed parameters. Soil samples were examined in laboratory to create own database of values. Derived correlations include compression index C-c and recompression index C-r.

引用

页数：8

共 50 条

[41] INTERPRETATION OF CONE PENETRATION RESULTS IN MULTILAYERED SOILS [J].

VREUGDENHIL, R ;

DAVIS, R ;

BERRILL, J .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1994, 18 (09) :585-599

[42] Variability of Standard Penetration, Cone Penetration and Pressuremeter Tests Parameters in Coastal Soils from Japoma (Douala, Cameroon Coastline) [J].

Owona, Cyprien Felix Ossende ;

Ze, Arnaud Ngo'o ;

Mvindi, Aloys Thierry Ndzie ;

Bineli, Marie Therese Nanga ;

Onana, Vincent Laurent ;

Eko, Robert Medjo .

INDIAN GEOTECHNICAL JOURNAL, 2024,

[43] PROBLEMS OF CORRELATION BETWEEN DYNAMIC PROBING TEST (DPSH) AND CONE PENETRATION TEST (CPT) FOR COHESIVE SOILS OF LITHUANIA [J].

Zarzojus, Gintaras ;

Dundulis, Kastytis .

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2010, 5 (02) :69-75

[44] CONE PENETRATION TEST FOR SITE CHARACTERIZATION [J].

CAMPANELLA, RG ;

WICKREMESINGHE, DS ;

ECHEZURIA, HJ .

PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1989, :205-210

[45] The cone penetration test in unsaturated sands [J].

Pournaghiazar, M. ;

Russell, A. R. ;

Khalili, N. .

GEOTECHNIQUE, 2013, 63 (14) :1209-1220

[46] Effect of penetration rate on cone penetration resistance in saturated clayey soils [J].

Kim, Kwangkyun ;

Prezzi, Monica ;

Salgado, Rodrigo ;

Lee, Woojin .

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (08) :1142-1153

[47] Approach for Estimating Effective Friction Angle from Cone Penetration Test in Unsaturated Residual Soils [J].

Tang, Chien-Ting ;

Borden, Roy H. ;

Gabr, Mohammed A. .

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2017, 143 (11)

[48] Cone penetration testing in cemented soils: Comparisons between field and laboratory chamber test results [J].

Puppala, AJ ;

Arslan, S ;

Tumay, MT ;

Acar, YB .

GEOTECHNICAL SITE CHARACTERIZATION, VOLS 1 AND 2, 1998, :1139-1145

[49] Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test [J].

Shan, Shihan ;

Pei, Xiangjun ;

Zhan, Weiwei .

ADVANCES IN CIVIL ENGINEERING, 2021, 2021

[50] Evaluating deformation modulus of cohesive soils from piezocone penetration test for consolidation settlement [J].

Abu-Farsakh, Murad Y. ;

Zhang, Zhongjie ;

Gautreau, Gavin .

TRANSPORTATION RESEARCH RECORD, 2007, (2004) :49-59

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