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Performance evaluation of a MICP-treated calcareous sandy foundation using shake table tests

  • Published:2020-02 Issue: Volume:129 Page:105959
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhang Xinlei,Chen Yumin,Liu Hanlong,Zhang Zhe,Ding Xuanchen

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Liquefaction resistance of bio-cemented calcareous sand;Xiao;Soil Dyn Earthq Eng,2018

2. Monotonic and cyclic behaviors of loose anisotropically consolidated calcareous sand in torsional shear tests;Zhou;Mar Georesour Geotechnol,2018

3. Liquefaction susceptibility of uncemented calcareous sands from Puerto Rico by cyclic triaxial testing;LaVielle,2008

4. Evaluation of the liquefaction potential of calcareous sand;Morioka;Tenth Int Offshore Polar Eng Conf,2000
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