Field Investigations on Performance of T-Shaped Deep Mixed Soil Cement Column–Supported Embankments over Soft Ground-Reference-Cited by-同舟云学术

Field Investigations on Performance of T-Shaped Deep Mixed Soil Cement Column–Supported Embankments over Soft Ground

Published:2012-06 Issue:6 Volume:138 Page:718-727
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Song-Yu¹,Du Yan-Jun²,Yi Yao-Lin³,Puppala Anand J.⁴

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China.

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

3. Doctoral Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China.

4. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019; presently, Visiting Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, China.

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.1943-5606.0000625

Reference27 articles.

1. ASTM. (2010). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” ASTM D-4318-10 West Conshohocken PA.

2. ASTM. (2000). “Standard test method for performing electronic friction cone and piezocone penetration testing of soils.” ASTM D-5778 West Conshohocken PA.

3. Bergado D. T. and Lorenzo G. A. (2002). “Recent developments of ground improvement in soft Bangkok clay.” Proceedings of the International Symposium on Lowland Technology 2002 Saga Univ. Japan 17–26.

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