Uncertainties in Modeling Undrained Shear Strength of Sensitive Clays Using Finite-Element Method-Reference-Cited by-同舟云学术

Uncertainties in Modeling Undrained Shear Strength of Sensitive Clays Using Finite-Element Method

Published:2018-06 Issue:2 Volume:4 Page:04018011
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

D’Ignazio Marco¹,Phoon Kok-Kwang²,Länsivaara Tim³,Tan Siew Ann²

Affiliation:

1. Geotechnical Engineer, Norwegian Geotechnical Institute, 0855 Oslo, Norway (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Republic of Singapore 119077.

3. Professor, Dept. of Civil Engineering, Tampere Univ. of Technology, 33720, Tampere, Finland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0000959

Reference33 articles.

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2. Bjerrum L. (1973). “Problems of soil mechanics and construction on soft clays. State-of-the-art report.” Proc. 8th ICSMFE Vol. 3 ISSMGE Moscow 111–159.

3. The In-Situ Measurement of the Undrained Shear Strength of Clays Using the Field Vane

4. Three-dimensional limit equilibrium analysis of slopes

5. Correlations among some clay parameters — the multivariate distribution

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