Assignment Task :

1. Soil improvement using Microbial Induced Calcite (MIC) 
Mechanical compaction and chemical grouting are the two most widely used methods in geotechnical engineering for ground improvement. However, the disadvantages of the methods including high cost, high energy consumption, and potential environmental pollution are obvious. A new ground treatment technique, i.e., microbial induced carbonate precipitation, was developed recently. In this dissertation, laboratory tests will be carried out to assess the impact of MIC on soil strength. 

 

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  • Uploaded By : Grace
  • Posted on : July 27th, 2018

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