Effects of Biological Stabilization on the Water Retention Properties of Unsaturated Soils

被引:49
作者
Saffari, R. [1 ]
Nikooee, E. [1 ]
Habibagahi, G. [1 ]
van Genuchten, Martinus Th. [2 ,3 ]
机构
[1] Shiraz Univ, Sch Engn, Dept Civil & Environm Engn, Shiraz 7134851156, Iran
[2] Univ Utrecht, Dept Earth Sci, NL-3584 CB Utrecht, Netherlands
[3] Sao Paulo State Univ, Ctr Environm Studies, BR-13506900 Sao Paulo, Brazil
关键词
Microbially induced calcite precipitation; Microbial-induced calcite precipitation (MICP); Soil water retention curve; Bioclogging; Double layer; Air-entry value; INDUCED CALCITE PRECIPITATION; HYDRAULIC CONDUCTIVITY; SHEAR-STRENGTH; MODEL; CURVE; CEMENTATION; MITIGATION; STRESS; TESTS;
D O I
10.1061/(ASCE)GT.1943-5606.0002053
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The soil water retention curve (SWRC) is one of the most fundamental characteristics of unsaturated soils. Because unsaturated soils are subjected to a range of natural processes and engineered treatments, a thorough understanding is needed of how their retention properties change when exposed to each separate treatment. In recent years, several biological treatment methods, such as microbial-induced calcite precipitation (MICP), have been introduced as environmentally friendly techniques. This study investigates the effect of biological treatment by means of Bacillus sphaericus on the SWRC of both coarse-grained and fine-grained soil samples. Pore fluid pH, X-ray diffraction, and scanning electron microscopy tests are used to better delineate the mechanisms affecting biologically induced alterations of SWRCs. Results showed that higher bacterial concentrations produced higher air-entry values in coarse-grained soils. However, the fine-grained samples showed an initial increase followed by a decrease in the air-entry value when the bacterial concentration increased. Changes in the soil porous structure and double-layer thickness are thought to be main reasons causing the different behavior of fine-grained soils.
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页数:12
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