Excess Pore Water Pressure along the Friction Sleeve of a Piezocone Penetrating in Clay: Numerical Study-Reference-Cited by-同舟云学术

Excess Pore Water Pressure along the Friction Sleeve of a Piezocone Penetrating in Clay: Numerical Study

Published:2020-07 Issue:7 Volume:20 Page:04020100
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khodayari M. R.¹^ORCID,Ahmadi M. M.²^ORCID

Affiliation:

1. Senior Geotechnical Engineer, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365-11155, Tehran, Iran. ORCID: .

2. Professor, Geotechnical Engineering Group, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365-11155, Tehran, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001702

Reference48 articles.

1. Numerical Parametric Study of Piezocone Penetration Test in Clays

2. Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils

3. Cone tip resistance in sand: modeling, verification, and applications

4. Cone penetration test in sand: A numerical-analytical approach

5. Thin-layer effects on the CPT qc measurement

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