Use of Lightweight ECS as a Fill Material to Control Approach Embankment Settlements-Reference-Cited by-同舟云学术

Use of Lightweight ECS as a Fill Material to Control Approach Embankment Settlements

Published:2010-06 Issue:6 Volume:22 Page:607-617
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Saride Sireesh¹²³⁴,Puppala Anand J.¹²³⁴,Williammee Richard¹²³⁴,Sirigiripet Sunil K.¹²³⁴

Affiliation:

1. Assistant Professor, Indian Institute of Technology Hyderabad, Hyderabad 502205, India.

2. Professor, Dept. of Civil Engineering, The Univ. of Texas at Arlington, TX 76019 (corresponding author).

3. Materials Engineer, Texas Dept. of Transportation, Fort Worth, TX 76133.

4. Former Master’s Student, Dept. of Civil Engineering, The Univ. of Texas at Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000060

Reference24 articles.

1. ASTM. (2004a). “Standard test method for direct shear test of soils under consolidated drained conditions ” D3080-04 West Conshohocken Pa.

2. ASTM. (2004b). “Standard test methods for one-dimensional consolidation properties of soils using incremental loading ” D2435–04 West Conshohocken Pa.

3. ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using standard effort ” D698 West Conshohocken Pa.

4. ASTM. (2008). “Standard test methods for one-dimensional swell or settlement potential of cohesive soils ” D4546–08 West Conshohocken Pa.

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