Radial consolidation of soft soil under cyclic loads

Jing Ni; Buddhima Indraratna; Xue-Yu Geng; John Philip Carter; Cholachat Rujikiatkamjorn

doi:10.1016/j.compgeo.2012.11.011

Radial consolidation of soft soil under cyclic loads

Jing Ni, Buddhima Indraratna, Xue-Yu Geng, John Philip Carter, Cholachat Rujikiatkamjorn

Research output: Contribution to journal › Article › peer-review

21 Citations (Scopus)

Abstract

The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.

Original language	English
Pages (from-to)	1-5
Number of pages	5
Journal	Computers and Geotechnics
Volume	50
Early online date	9 Jan 2013
DOIs	https://doi.org/10.1016/j.compgeo.2012.11.011
Publication status	Published - May 2013
Externally published	Yes

Access to Document

10.1016/j.compgeo.2012.11.011

Fingerprint Dive into the research topics of 'Radial consolidation of soft soil under cyclic loads'. Together they form a unique fingerprint.

Cite this

@article{297b0aefa6b04784b8df8eb690125666,

title = "Radial consolidation of soft soil under cyclic loads",

abstract = "The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.",

author = "Jing Ni and Buddhima Indraratna and Xue-Yu Geng and Carter, {John Philip} and Cholachat Rujikiatkamjorn",

year = "2013",

month = may,

doi = "10.1016/j.compgeo.2012.11.011",

language = "English",

volume = "50",

pages = "1--5",

journal = "Computers and Geotechnics",

issn = "0266-352X",

publisher = "Elsevier BV",

}

TY - JOUR

T1 - Radial consolidation of soft soil under cyclic loads

AU - Ni, Jing

AU - Indraratna, Buddhima

AU - Geng, Xue-Yu

AU - Carter, John Philip

AU - Rujikiatkamjorn, Cholachat

PY - 2013/5

Y1 - 2013/5

N2 - The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.

AB - The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.

U2 - 10.1016/j.compgeo.2012.11.011

DO - 10.1016/j.compgeo.2012.11.011

M3 - Article

VL - 50

SP - 1

EP - 5

JO - Computers and Geotechnics

JF - Computers and Geotechnics

SN - 0266-352X

ER -