Properties and Applications of Cement-Treated Sand-Expanded Polystyrene Bead Lightweight Fill-Reference-Cited by-同舟云学术

Properties and Applications of Cement-Treated Sand-Expanded Polystyrene Bead Lightweight Fill

Published:2013-01 Issue:1 Volume:25 Page:86-93
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Miao Linchang¹,Wang Fei²,Han Jie³,Lv Weihua⁴,Li Jing⁵

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China, 210096 (corresponding author).

2. Lecturer, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China, 210096.

3. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, Lawrence, KS 66045.

4. Ph.D. candidate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China, 210096.

5. Ph.D. student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China, 210096.

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.1943-5533.0000556

Reference22 articles.

1. ASTM. (2007a). “Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils.” ASTM D1883-07e2 West Conshohocken PA.

2. ASTM. (2007b). “Standard test method for unconsolidated-undrained triaxial compression test on cohesive soil.” ASTM D2850-03a West Conshohocken PA.

3. ASTM. (2011a). “Standard practice for classification of soils for engineering purposes.” ASTM D2487-11 West Conshohocken PA.

4. ASTM. (2011b). “Standard test method for consolidated undrained triaxial compression test on cohesive soil.” ASTM D4767-11 West Conshohocken PA.

5. China Ministry of Communication. (2004). “Specifications for highway subgrade.” JTG D30-2004 Beijing.

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