Numerical Study of the Piezocone Test in Sandy Soil under Different Drainage Conditions Using a Hypoplastic Constitutive Model-Reference-Cited by-同舟云学术

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Numerical Study of the Piezocone Test in Sandy Soil under Different Drainage Conditions Using a Hypoplastic Constitutive Model

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mashinchian Mohammad Javad¹,Ahmadi Mohammad Mehdi²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Sharif Univ. of Technology, P. O. Box 11365-11155, Tehran, Iran.

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)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8812

Reference42 articles.

1. Numerical Parametric Study of Piezocone Penetration Test in Clays

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

3. CPT u -Based Model Development and Accuracy Assessment for Shear Strength of Clay

4. Variable penetration rate testing for shear strength of peat – a review

5. Calibration of a Comprehensive Hypoplastic Model for Granular Materials

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