An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling-Reference-Cited by-同舟云学术

An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Madabhushi Srikanth S. C.¹^ORCID,Haigh Stuart K.²

Affiliation:

1. Assistant Professor, College of Engineering and Applied Science, Univ. of Colorado Boulder, 1111 Engineering Dr., 422 UCB, Boulder, CO 80309-0422 (corresponding author). ORCID: .

2. Professor, Schofield Centre, Univ. of Cambridge, High Cross, Madingley Rd., Cambridge CB3 0EF, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002912

Reference53 articles.

1. Arulanandan K. M. Manzari X. Zeng M. Fagan R. F. Scott and T. S. Tan. 1995. “Significance of the VELACS project to the solution of boundary value problems in geotechnical engineering.” In Proc. 3rd Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 825–832. Columbia MO: Univ. of Missouri.

2. Centrifuge Modelling of Retaining Walls Embedded in Saturated Sand Under Seismic Actions

3. Critical State–Based Interpretation of the Monotonic Behavior of Hostun Sand

4. New Horizons in Piling

5. Kinematic Framework for Evaluating Seismic Earth Pressures on Retaining Walls

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