Ground Improvement Using Vacuum Loading Together with Vertical Drains-Reference-Cited by-同舟云学术

Ground Improvement Using Vacuum Loading Together with Vertical Drains

Published:2012-06 Issue:6 Volume:138 Page:680-689
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mesri G.¹,Khan A. Q.²

Affiliation:

1. Ralph B. Peck Professor of Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

2. Assistant Professor, National Univ. of Sciences and Technology, Islamabad, Pakistan; formerly, Research Assistant, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

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.1943-5606.0000640

Reference51 articles.

1. Bamunawita C. (2004). “Soft clay foundation improvement via prefabricated vertical drains and vacuum preloading.” Ph.D. thesis Univ. of Wollongong Wollongong New South Wales Australia.

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