Coupled Mechanical and Hydraulic Modeling of Geosynthetic-Reinforced Column-Supported Embankments-Reference-Cited by-同舟云学术

Coupled Mechanical and Hydraulic Modeling of Geosynthetic-Reinforced Column-Supported Embankments

Published:2009-08 Issue:8 Volume:135 Page:1011-1021
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Huang Jie¹²³,Han Jie¹²³,Oztoprak Sadik¹²³

Affiliation:

1. Transportation Engineer, California Dept. of Transportation, Office of Geotechnical Design South-1, 100 South Main St., 11th Floor, Los Angeles, CA 90012; formerly, Ph.D. Student, The Univ. of Kansas, Lawrence, KS 66045-7609.

2. Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering (CEAE), The Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609 (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, Istanbul Univ., 34320 Avcilar, Istantul, Turkey.

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.1943-5606.0000026

Reference30 articles.

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2. British Standard Institution. (1995). “Code of practice for strengthened/reinforced soils and other fills.” BS 8006 London.

3. Bruce D. A. (2001). “An introduction to the deep mixing methods as used in geotechnical applications—Vol. III: The verification and properties of treated ground.” FHwA-RD-99–167 FHwA Washington D.C.

4. A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression

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