1887

Abstract

Recently several in situ techniques are being developed to change the mechanical properties of soils by stimulating biochemical processes. A procedure named Biogrout is developed to increase strength and stiffness of unconsolidated sands, based on microbial-induced carbonate precipitation. Recently, this development resulted in a field scale experiment in which 40m3 of sand was cemented within 12 days, reaching average unconfined compressive strengths of 2 MPa with limited reduction in permeability. Pilot projects are in preparation. In order to optimize this process, the use of waste streams as substrate for biocementation has been investigated.

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/content/papers/10.3997/2214-4609-pdb.150.H05
2010-01-20
2024-04-18
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http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609-pdb.150.H05
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