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Dynamic shear modulus and damping ratio of frozen compacted sand subjected to freeze–thaw cycle under multi-stage cyclic loading

  • Published:2015-09 Issue: Volume:76 Page:111-121
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ling X.Z.,Zhang F.,Li Q.L.,An L.S.,Wang J.H.

Funder

National Key Basic Research Development Plan

National Science and Technology Support Project

National Natural Science Foundation of China

Natural Science Foundation of Heilongjiang Province

China Postdoctoral Science Foundation

Fundamental Research Funds for the Central University

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. Frozen soil of China;Zhou,2000

2. Analysis of dynamic compressive stress induced by passing trains in permafrost subgrade along Qinghai-Tibet Railway;Zhu;Cold Reg Sci Technol,2011

3. Dynamic response of Qinghai–Tibet railway embankment subjected to train loading in different seasons;Li;Soil Dyn Earthq Eng,2012

4. Behavior of frozen clays under cyclic axial loading;Vinson;J Geotech Eng Div,1978

5. Cyclic triaxial tests on frozen sand;Li;Eng Geol,1979

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