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Effect of particle shape on the liquefaction resistance of calcareous sands

  • Published:2020-10 Issue: Volume:137 Page:106302
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Rui Shengjie,Guo Zhen,Si Tongling,Li Yujie

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Fundamental Research Funds for the Central Universities

Joint Fund of Ministry of Education for Pre-research of Equipment

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Engineering characteristics of the calcareous sand in Nansha Islands, South China Sea;Wang;Eng Geol,2011

2. Simple shear behavior of calcareous and quartz sands;Brandes;Geotech Geol Eng,2011

3. Monotonic and cyclic behavior of two calcareous soils of different origins;Sharma;J Geotech Geoenviron Eng,2006

4. Experimental and estimation studies of resilient modulus of marine coral sand under cyclic loading;He;J Mar Sci Eng,2020

5. Static and cyclic behavior of North Coast calcareous sand in Egypt;Salem;Soil Dynam Earthq Eng,2013

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