Optimal design of prefabricated vertical drain-improved soft ground considering uncertainties of soil parameters-Reference-Cited by-同舟云学术

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Optimal design of prefabricated vertical drain-improved soft ground considering uncertainties of soil parameters

Published:2020-01 Issue:1 Volume:21 Page:15-28
ISSN:1673-565X
Container-title:Journal of Zhejiang University-SCIENCE A
language:en
Short-container-title:J. Zhejiang Univ. Sci. A

Author:

Sun Hong-yue,Wang Jun,Wang Dong-fei,Yu Yang^ORCID,Wei Zhen-lei

Funder

National Natural Science Foundation of China

the Zhejiang Provincial Natural Science Foundation of China

the Joint Fund between Zhoushan City and Ocean College of Zhejiang University, China

Publisher

Zhejiang University Press

Subject

General Engineering

Link

http://link.springer.com/content/pdf/10.1631/jzus.A1900227.pdf

Reference44 articles.

1. Azari B, Fatahi B, Khabbaz H, 2016. Assessment of the elastic-viscoplastic behavior of soft soils improved with vertical drains capturing reduced shear strength of a disturbed zone. International Journal of Geomechanics, 16(1):B4014001. https://doi.org/10.1061/(asce)gm.1943-5622.0000448

2. Bergado DT, Asakami H, Alfaro MC, et al., 1991. Smear effects of vertical drains on soft Bangkok clay. Journal of Geotechnical Engineering, 117(10):1509–1530. https://doi.org/10.1061/(asce)0733-9410(1991)117:10(1509)

3. Bergado DT, Alfaro MC, Balasubramaniam AS, 1993. Improvement of soft Bangkok clay using vertical drains. Geotextiles and Geomembranes, 12(7):615–663. https://doi.org/10.1016/0266-1144(93)90032-J

4. Bergado DT, Balasubramaniam AS, Fannin RJ, et al., 2002. Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok international airport project. Canadian Geotechnical Journal, 39(2):304–315. https://doi.org/10.1139/t01-100

5. Berry PL, Wilkinson WB, 1969. The radial consolidation of clay soils. Géotechnique, 19(2):253–284. https://doi.org/10.1680/geot.1969.19.2.253

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