Numerical investigation of the efficiency of vertical drainage systems

X. Liu; A. Scarpas; C. Zwanenburg; J. Barends

doi:10.1061/40803(187)256

Numerical investigation of the efficiency of vertical drainage systems

X. Liu
, A. Scarpas
, C. Zwanenburg
, J. Barends

Civil & Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

In this contribution, by means of numerical investigation, two types of vertical drainage systems, for instance drainage strip, sand wall and their combination with applying under pressure will be examined. The influence of under pressure to the process of consolidation will be investigated. The findings of this contribution will provide the necessary information for improvement of existing designs of vertical drains and the development of design specifications. Copyright ASCE 2006.

Original language	British English
Title of host publication	GeoCongress 2006
Subtitle of host publication	Geotechnical Engineering in the Information Technology Age
Pages	256
Number of pages	1
DOIs	https://doi.org/10.1061/40803(187)256
State	Published - 2006
Event	GeoCongress 2006 - Atlanta, GA, United States Duration: 26 Feb 2006 → 1 Mar 2006

Publication series

Name	GeoCongress 2006: Geotechnical Engineering in the Information Technology Age
Volume	2006

Conference

Conference	GeoCongress 2006
Country/Territory	United States
City	Atlanta, GA
Period	26/02/06 → 1/03/06

Access to Document

10.1061/40803(187)256

Cite this

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title = "Numerical investigation of the efficiency of vertical drainage systems",

abstract = "In this contribution, by means of numerical investigation, two types of vertical drainage systems, for instance drainage strip, sand wall and their combination with applying under pressure will be examined. The influence of under pressure to the process of consolidation will be investigated. The findings of this contribution will provide the necessary information for improvement of existing designs of vertical drains and the development of design specifications. Copyright ASCE 2006.",

author = "X. Liu and A. Scarpas and C. Zwanenburg and J. Barends",

year = "2006",

doi = "10.1061/40803(187)256",

language = "British English",

isbn = "0784408033",

series = "GeoCongress 2006: Geotechnical Engineering in the Information Technology Age",

pages = "256",

booktitle = "GeoCongress 2006",

note = "GeoCongress 2006 ; Conference date: 26-02-2006 Through 01-03-2006",

}

Liu, X, Scarpas, A, Zwanenburg, C & Barends, J 2006, Numerical investigation of the efficiency of vertical drainage systems. in GeoCongress 2006: Geotechnical Engineering in the Information Technology Age. GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, vol. 2006, pp. 256, GeoCongress 2006, Atlanta, GA, United States, 26/02/06. https://doi.org/10.1061/40803(187)256

Numerical investigation of the efficiency of vertical drainage systems. / Liu, X.; Scarpas, A.; Zwanenburg, C. et al.
GeoCongress 2006: Geotechnical Engineering in the Information Technology Age. 2006. p. 256 (GeoCongress 2006: Geotechnical Engineering in the Information Technology Age; Vol. 2006).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Numerical investigation of the efficiency of vertical drainage systems

AU - Liu, X.

AU - Scarpas, A.

AU - Zwanenburg, C.

AU - Barends, J.

PY - 2006

Y1 - 2006

N2 - In this contribution, by means of numerical investigation, two types of vertical drainage systems, for instance drainage strip, sand wall and their combination with applying under pressure will be examined. The influence of under pressure to the process of consolidation will be investigated. The findings of this contribution will provide the necessary information for improvement of existing designs of vertical drains and the development of design specifications. Copyright ASCE 2006.

AB - In this contribution, by means of numerical investigation, two types of vertical drainage systems, for instance drainage strip, sand wall and their combination with applying under pressure will be examined. The influence of under pressure to the process of consolidation will be investigated. The findings of this contribution will provide the necessary information for improvement of existing designs of vertical drains and the development of design specifications. Copyright ASCE 2006.

UR - https://www.scopus.com/pages/publications/33845710300

U2 - 10.1061/40803(187)256

DO - 10.1061/40803(187)256

M3 - Conference contribution

AN - SCOPUS:33845710300

SN - 0784408033

SN - 9780784408032

T3 - GeoCongress 2006: Geotechnical Engineering in the Information Technology Age

SP - 256

BT - GeoCongress 2006

T2 - GeoCongress 2006

Y2 - 26 February 2006 through 1 March 2006

ER -

Numerical investigation of the efficiency of vertical drainage systems

Abstract

Publication series

Conference

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