2024
DOI: 10.3390/ma17194800
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Study on Pore Water Pressure Model of EICP-Solidified Sand under Cyclic Loading

Gang Li,
Yu Li,
Xueqing Hua
et al.

Abstract: Under traffic load, earthquake load, and wave load, saturated sand foundation is prone to liquefaction, and foundation reinforcement is the key measure to improve its stability and liquefaction resistance. Traditional foundation treatment methods have many problems, such as high cost, long construction period, and environmental pollution. As a new solidification method, enzyme-induced calcium carbonate precipitation (EICP) technology has the advantages of economy, environmental protection, and durability. Thro… Show more

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