Flow past Bench-Scale Vertical Ground-Water Cutoff Walls

Author:

Lee Taeyoon123,Benson Craig H.123

Affiliation:

1. Associate Member, ASCE

2. PhD Candidate, Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin-Madison, Madison, WI 53706. E-mail: taelee@students.wisc.edu

3. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin-Madison, Madison, WI. E-mail: chbenson@facstaff.wisc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference31 articles.

1. Bocchino W. and Burson B. (1997). “Installing a HDPE vertical containment and collection system in one pass utilizing a deep trencher.” Proc. Int. Containment Technol. Conf . U.S. DOE U.S. EPA and DuPont Co. 193–199.

2. Hydraulic Conductivity Tests on Compacted Clay

3. Carlson R. and Khan F. (1997). “Cut-off wall system for subsurface liquid containment.” Proc. Int. Containment Technol. Conf . U.S. DOE U.S. EPA and DuPont Co. 104–110.

4. Cavalli N. ( 1992). “Composite barrier slurry wall.” Slurry walls: Design construction and quality control STP 1129 D. B. Pual R. R. Davidson and N. J. Cavalli eds. ASTM West Conshohocken Pa. 78–85.

5. Grundwasserströmung

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