Liquefaction Resistance of Two Alluvial Volcanic Soils Sampled by in Situ Freezing-Reference-Cited by-同舟云学术

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Liquefaction Resistance of Two Alluvial Volcanic Soils Sampled by in Situ Freezing

Published:1985-09 Issue:3 Volume:25 Page:49-63
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hatanaka Munenori,Sugimoto Michio,Suzuki Yoshio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference14 articles.

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

2. Geological, physical, and mechanical properties of ‘Shirasu’ and its engineering classification;Haruyama;Soils and Foundations,1973

3. Liquefaction characteristics of saturated sand with fines content;Ishihara,1973

4. Soil Testing Manual;JSSMFE,1979

5. Undisturbed sampling of saturated sand by in situ freezing;Makihara,1981

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1. Cyclic Resistance Ratio of a Pleistocene-Age Deposit at the CREC Site in South Carolina;Geo-Congress 2022;2022-03-17

2. Change in Shear Wave Velocity During Consolidation and Undrained Cyclic Loading on Cemented Sand;Lecture Notes in Civil Engineering;2021

3. STUDY ON SHEAR WAVE VELOCITY DURING CONSOLIDATION AND LIQUEFACTION CHARACTERISTICS OF ARTIFICIALLY CEMENTED SAND;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2021

4. Geotechnical characterization of ash collected during recent eruptions of Mount Etna: from dangerous waste material to environmental friendly resource;Geomechanics and Geophysics for Geo-Energy and Geo-Resources;2019-09-12

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