Consolidation Behavior of Polymerized Bentonite-Amended Backfills-Reference-Cited by-同舟云学术

Consolidation Behavior of Polymerized Bentonite-Amended Backfills

Published:2014-05 Issue:5 Volume:140 Page:04013055
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bohnhoff Gretchen L.¹,Shackelford Charles D.²

Affiliation:

1. University Fellow, Dept. of Civil & Environmental Engineering, 1 Univ. Plaza, Univ. of Wisconsin-Platteville, Platteville, WI 53818-3099; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, 1372 Campus Delivery, Colorado State Univ., Fort Collins, CO 80523-1372.

2. Professor, Dept. of Civil and Environmental Engineering, 1372 Campus Delivery, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

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.1943-5606.0001079

Reference36 articles.

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2. ASTM. (2004). “Standard test methods for one-dimensional consolidation properties of soils using incremental loading.” ASTM D2435 West Conshohocken PA.

3. ASTM. (2006). “Standard test methods for specific gravity of soil solids by water pycnometer.” ASTM D854 West Conshohocken PA.

4. ASTM. (2007). “Standard test method for particle-size analysis of soils.” ASTM D422-63 West Conshohocken PA.

5. ASTM. (2010a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487 West Conshohocken PA.

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