One-Dimensional Consolidation of Multilayered Soil with Continuous Drainage Boundaries and Under Time-Dependent Loading-Reference-Cited by-同舟云学术

One-Dimensional Consolidation of Multilayered Soil with Continuous Drainage Boundaries and Under Time-Dependent Loading

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Xing-wei¹,Chen Wen-bo²,Yue Zhong-qi³

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, P. R. China.

2. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, P. R. China.

3. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, P. R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002476

Reference61 articles.

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2. A unified mathematical treatment of interfacial edge dislocations in three-dimensional functionally graded materials;Chen X. W.;J. Mech. Phys. Solids,2021

3. A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit;Chen Z.-J.;Comput. Geotech.,2021

4. Numerical inversion of Laplace transforms using a Fourier series approximation;Crump K. S.;J. ACM,1976

5. Debnath, L., and D. Bhatta. 2014. Integral transforms and their applications. Boca Raton, FL: CRC Press.

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