Evaluation of Liquefaction Resistance of Clean Sands Based On High-Quality Undisturbed Samples-Reference-Cited by-同舟云学术

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Evaluation of Liquefaction Resistance of Clean Sands Based On High-Quality Undisturbed Samples

Published:1989-03 Issue:1 Volume:29 Page:93-104
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Yoshimi Yoshiaki,Tokimatsu Kohji,Hosaka Yoshinori

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference12 articles.

1. Sand liquefaction in large-scale simple shear tests;De Alba;Journal of the Geotechnical Engineering Division,1976

2. Dynamic properties of undisturbed gravel sample by in-situ frozen;Goto,1987

3. Dynamic properties of undisturbed Tokyo gravel obtained by freezing;Hatanaka,1986

4. Soil Testing Manual;JSSMFE,1979

5. Overburden correction factors for SPT in sand;Liao;Journal of Geotechnical Engineering,1986

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1. Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading;Geotechnics;2024-06-04

2. On the determination of cyclic shear stress for soil liquefaction triggering in centrifuge model test;Soil Dynamics and Earthquake Engineering;2023-10

3. On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits;Journal of Geotechnical and Geoenvironmental Engineering;2023-04

4. Applicability of existing CPT-V correlations to shallow Holocene Christchurch soils based on direct Push crosshole testing;Engineering Geology;2023-02

5. Applicability of Existing Cpt-Vs Correlations to Shallow Holocene Christchurch Soils Based on Direct Push Crosshole Testing;SSRN Electronic Journal;2022

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