CPT u -Based Model Development and Accuracy Assessment for Shear Strength of Clay-Reference-Cited by-同舟云学术

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

Published:2017-09 Issue:9 Volume:17 Page:04017050
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Amir-Faryar Behzad¹,McCuen Richard H.²,Aggour M. Sherif³

Affiliation:

1. Chief Engineer, Fairfax County Dept. of Public Works & Environmental Services, Land Development Services, Site Development and Inspections Division, 12055 Government Center Parkway, Suite 535, Fairfax, VA 22035; Adjunct Professor, Univ. of Maryland, Dept. of Civil and Environmental Engineering, College Park, MD 20742-3021 (corresponding author).

2. The Ben Dyer Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1173 Glenn L. Martin Hall, College Park, MD 20742-3021.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1173 Glenn L. Martin Hall, College Park, MD 20742-3021.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000931

Reference40 articles.

1. Work as a criterion for determining in situ and yield stresses in clays

2. Bjerrum L. and Simons N. E. (1960). “Comparisons of shear strength characteristics of normally consolidated clays.” Proc. Research Conf. on Shear Strength of Cohesive Soils ASCE Reston VA 711–726.

3. Potential applications of fuzzy sets in Civil Engineering

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Study of the Piezocone Test in Sandy Soil under Different Drainage Conditions Using a Hypoplastic Constitutive Model;International Journal of Geomechanics;2024-04

2. Behavior and Modeling of Fiber-Reinforced Clay under Triaxial Compression by Combining the Superposition Method with the Energy-Based Homogenization Technique;International Journal of Geomechanics;2018-12