Curing Soft Clay to Improve Its Strength with Composite Microbially Induced Carbonate Precipitation (MICP) and Coal Fly Ash

Author:

Wang B.1,Wei R.1,Xiao J. Z.2,Cai H.1,Feng Y.3,Wu S. F.1,Wang Z. W.1

Affiliation:

1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Haidian District, Beijing 100048, China

2. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Haidian District, Beijing 100048, China (Corresponding author), e-mail: xjz2006@sina.cn, http://orcid.org/0000-0002-7927-1203

3. CAS Key Laboratory of Forest Ecology and Management, Institute of Applied Ecology, Chinese Academy of Sciences, No. 72 Wenhua Rd., Shenhe District, Shenyang 110016, China

Publisher

ASTM International

Subject

Materials Chemistry,Metals and Alloys,Polymers and Plastics,Mechanics of Materials,Civil and Structural Engineering,Ceramics and Composites

Reference54 articles.

1. Prediction of Consolidation of Very Soft Soil;Cargill;Journal of Geotechnical Engineering,1984

2. Layered Clay-Sand Scheme of Land Reclamation;Lee;Journal of Geotechnical Engineering,1987

3. Study of Treatment Technology of Dredging Sludge with Geosynthetizing Method;Ji;Rock and Soil Mechanics,2004

4. S. Leroueil and R. K. Rowe, “Embankments over Soft Soil and Peat,” inGeotechnical and Geoenvironmental Engineering Handbook, ed. R. K. Rowe (Boston, MA: Springer, 2001), 463–499.

5. J. A. Pecchioli, “Disposal of Contaminated Sediments in NY/NJ Harber,” inSecond International Conference on Dredging and Dredged Material Placement(New York: American Society of Civil Engineers, 1994), 606–615.

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