Multifidelity Constitutive Modeling of Stress-Induced Anisotropic Behavior of Clay-Reference-Cited by-同舟云学术

Multifidelity Constitutive Modeling of Stress-Induced Anisotropic Behavior of Clay

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang Pin¹,Yin Zhen-Yu²,Sheil Brian³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China; Newton International Fellow, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK.

2. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Laing O’Rourke Associate Professor, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11222

Reference39 articles.

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3. Bozinovski S. and A. Fulgosi. 1976. The influence of pattern similarity and transfer learning upon the training of a base perceptron B2.” In Proc. Symp. Informatica. Bled Slovenia: Informatica.

4. Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods

5. Quasi-site-specific prediction for deformation modulus of rock mass

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