Evaluation of liquefaction resistance of soils from Swedish weight sounding tests

Author:

Tsukamoto Yoshimichi,Hyodo Taichi,Hashimoto Kazuyoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

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2. Maximum and minimum void ratio characteristics of sands;Cubrinovski;Soils Found.,2004

3. Influence of non-plastic fines on the response of a silty sand to cyclic loading;Dash;Soils Found.,2010

4. Hashimoto, K., Nishihara, S., Oji, S., Kanazawa, T., Nishie, S., Seko, I., Tamada, T., Hyodo, T. and Tsukamoto, Y. 2015. Developing geotechnology for permeation grouting of ultra microfine cement to locally countermeasure against soil liquefaction. In: Proceedings of 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand, 1–4 November 2015.

5. Undisturbed sampling and laboratory shearing tests on a sand with various fines contents;Huang;Soils Found.,2007

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1. Post-Earthquake Liquefaction Vulnerability Mapping by Swedish Weight Sounding and Standard Penetration Test;Civil Engineering Journal;2024-07-01

2. Use of In Situ Sounding Tests for Evaluating Soil Liquefaction Triggering;Springer Series in Geomechanics and Geoengineering;2022

3. Simplified method for evaluation of liquefaction based on pressuremeter tests (PMT);Revue Française de Géotechnique;2022

4. Liquefaction-Induced River Levee Failure at Miwa of Inba Along Tone River During 2011 Tohoku Earthquake;Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022);2022

5. Use of weight sounding for examining the liquefaction-induced river levee failures;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2020-10-26

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