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Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
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Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force

Huang Zhanfang1, Bai Xiaohong1,2, Yin Chao1

  • 1School of Civil and Architecture Engineering, Shandong University of Technology, Zibo, China.

Plos One
|March 20, 2020
PubMed

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