Improvement of Problematic Soils by Lime Slurry Pressure Injection: Case Study-Reference-Cited by-同舟云学术

Improvement of Problematic Soils by Lime Slurry Pressure Injection: Case Study

Published:2010-10 Issue:10 Volume:136 Page:1459-1468
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wilkinson Alex¹²³⁴⁵,Haque Asadul¹²³⁴⁵,Kodikara Jayantha¹²³⁴⁵,Adamson John¹²³⁴⁵,Christie David¹²³⁴⁵

Affiliation:

1. Track and Civil Engineer, Public Transport Div., Dept. of Transport, Melbourne, Victoria 3001, Australia.

2. Senior Lecturer, Dept. of Civil Engineering, Building 60, Monash Univ., Victoria 3800, Australia (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, Building 60, Monash Univ., Victoria 3800, Australia.

4. Manager, Pressure Injection, Downer Edi Works, Adelaide, Australia.

5. Senior Engineering Adviser, Infrastructure, RailCorp, New South Wales, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000359

Reference22 articles.

1. ASTM. (1996). “Standard test methods for one-dimensional swell or settlement potential of cohesive soils.” D4246 West Conshohocken Pa.

2. Croft J. B. (1964). “The processes involved in the lime-stabilization of clay soils.” Proc. 2nd Conf. Aust. Rd Res. Bd. Vol. 2 The Board Melbourne 1169–1203.

3. Diamond S. and Kinter E. B. (1965). “Mechanisms of soil-lime stabilization: An interpretive review.” Highway Research Record 92 National Research Council Washington D.C. 83–103.

4. Migration of lime in compacted soil;Fohs D. G.;Public Roads,1972

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