Influence of extent of remedial ground densification on seismic site effects via 2-D site response analyses-Reference-Cited by-同舟云学术

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Influence of extent of remedial ground densification on seismic site effects via 2-D site response analyses

Published:2022-01 Issue: Volume:152 Page:107041
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Meite Romain,Wotherspoon Liam^ORCID,Green Russell

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference58 articles.

1. Soil improvement – state-of-the-art report;Mitchell,1981

2. Design considerations in ground improvement for seismic risk mitigation;Mitchell,1998

3. Remedial measures against liquefaction,1998

4. Remedial measures against liquefaction. Revised version,2004

5. Theoretical and practical aspects of dynamic consolidation;Menard;Geotechnique,1975

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. Influence of input motion and surface layer properties on seismic site response: A stochastic simulation method–based MLR model;Near Surface Geophysics;2023-04-18

2. Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests;Frontiers of Structural and Civil Engineering;2022-09

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