Laboratory and In Situ Tests for Long-Term Hydraulic Conductivity of a Cement-Bentonite Cutoff Wall-Reference-Cited by-同舟云学术

Laboratory and In Situ Tests for Long-Term Hydraulic Conductivity of a Cement-Bentonite Cutoff Wall

Published:2010-04 Issue:4 Volume:136 Page:562-572
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Joshi Kaushal¹²³⁴⁵,Kechavarzi Cedric¹²³⁴⁵,Sutherland Kenneth¹²³⁴⁵,Ng Man Yin Albert¹²³⁴⁵,Soga Kenichi¹²³⁴⁵,Tedd Paul¹²³⁴⁵

Affiliation:

1. Ph.D. Student, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K. (corresponding author).

2. Lecturer in Environmental Soil Physics, Cranfield Univ., Cranfield MK43 0AL, U.K.

3. Deceased, formerly, Ph.D. Student, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K.

4. Ph.D. Student, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K.

5. Professor, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K.

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.1943-5606.0000248

Reference22 articles.

1. Measuring the Hydraulic Conductivity of Soil–Bentonite Backfill

2. The Effect of Variability in Hydraulic Conductivity on Contaminant Transport through Soil–Bentonite Cutoff Walls

3. Britton J. P. Filz G. M. Little J. C. and Herring W. (2002). “Shape factors for single-well tests in soil-bentonite cutoff walls.” Proc. 4th Int. Congress on Environmental Geotechnics Taylor and Francis Rio de Janeiro Brazil 639–644.

4. Burns S. E. and Mayne P. W. (1999). “Pore pressure dissipation behavior surrounding driven piles and cone penetrometers.” Transportation Research Record. 1675 Transportation Research Board Washington D.C. 17–23.

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