Reply to the discussion by Mesri and Kane on “New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata”-Reference-Cited by-同舟云学术

Reply to the discussion by Mesri and Kane on “New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata”

Published:2019-12 Issue:12 Volume:56 Page:2017-2017
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Cai Yuanqiang¹,Xie Zhiwei²,Wang Jun²,Wang Peng²,Geng Xueyu³

Affiliation:

1. Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, P.R. China; College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China; Innovation Centre of Tideland Reclamation and Ecological Protection, Wenzhou University, Wenzhou, Zhejiang 325035, P.R. China.

2. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, P.R. China.

3. School of Engineering, University of Warwick, Coventry, CV4 7AL, UK.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2019-0250

Reference6 articles.

1. Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading

2. New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata

3. Ground Improvement Using Vacuum Loading Together with Vertical Drains