Experimental study on the hydro-mechanical behavior of Boom clay

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Experimental study on the hydro-mechanical behavior of Boom clay. / Yu, Hong-Dan; Chen, Wei-Zhong; Jia, Shan-Po; Cao, Jun-Jie; Li, Xiang Ling; Chen, Guangjing (Peer reviewer).

In: International Journal of Rock Mechanics & Mining Sciences, Vol. 53, 07.2012, p. 159-165.

Research output: Contribution to journalArticle

Harvard

Yu, H-D, Chen, W-Z, Jia, S-P, Cao, J-J, Li, XL & Chen, G 2012, 'Experimental study on the hydro-mechanical behavior of Boom clay', International Journal of Rock Mechanics & Mining Sciences, vol. 53, pp. 159-165. https://doi.org/10.1016/j.ijrmms.2012.05.013

APA

Yu, H-D., Chen, W-Z., Jia, S-P., Cao, J-J., Li, X. L., & Chen, G. (2012). Experimental study on the hydro-mechanical behavior of Boom clay. International Journal of Rock Mechanics & Mining Sciences, 53, 159-165. https://doi.org/10.1016/j.ijrmms.2012.05.013

Vancouver

Yu H-D, Chen W-Z, Jia S-P, Cao J-J, Li XL, Chen G. Experimental study on the hydro-mechanical behavior of Boom clay. International Journal of Rock Mechanics & Mining Sciences. 2012 Jul;53:159-165. https://doi.org/10.1016/j.ijrmms.2012.05.013

Author

Yu, Hong-Dan ; Chen, Wei-Zhong ; Jia, Shan-Po ; Cao, Jun-Jie ; Li, Xiang Ling ; Chen, Guangjing. / Experimental study on the hydro-mechanical behavior of Boom clay. In: International Journal of Rock Mechanics & Mining Sciences. 2012 ; Vol. 53. pp. 159-165.

Bibtex - Download

@article{14b56536cd464fc18f943e46cd575f91,
title = "Experimental study on the hydro-mechanical behavior of Boom clay",
abstract = "In the context of research into deep nuclear waste disposal, Boom clay,a stiff soil from theUnderground Research Laboratory in Mol, Belgium, has been studied in various works. In this paper, containing X-ray diffractiontests, oedometertests, consolidated undrained shearing (CUS) tests and scanning electron microscopic (SEM) tests, a series of experimental studies intended to study the hydro-mechanical behavior and microfabric of Boom clay are presented. X-ray diffractiontests and SEMtests further highlight the high content of clay mineral of Boom clay(about 60{\%} inaverage). Preconsolidation pressure, which is about 5.0MPa, was determined by oedomete rtests. High swelling property under hydro-mechanical coupling effect has been investigated on the clay samples during the CUS test, and also high viscous potential has been represented under shearingrate of 20 mm/min. SEM tests show that the microstructure of Boom clay arranged more directional and denser, and it can be observed clearly through the microstructure variation of pores and fissures.",
keywords = "Boom clay, hydro-mechanical behavior, experimental studies, microstructure",
author = "Hong-Dan Yu and Wei-Zhong Chen and Shan-Po Jia and Jun-Jie Cao and Li, {Xiang Ling} and Guangjing Chen",
note = "Score = 10",
year = "2012",
month = "7",
doi = "10.1016/j.ijrmms.2012.05.013",
language = "English",
volume = "53",
pages = "159--165",
journal = "International Journal of Rock Mechanics & Mining Sciences",
issn = "1365-1609",
publisher = "Elsevier",

}

RIS - Download

TY - JOUR

T1 - Experimental study on the hydro-mechanical behavior of Boom clay

AU - Yu, Hong-Dan

AU - Chen, Wei-Zhong

AU - Jia, Shan-Po

AU - Cao, Jun-Jie

AU - Li, Xiang Ling

A2 - Chen, Guangjing

N1 - Score = 10

PY - 2012/7

Y1 - 2012/7

N2 - In the context of research into deep nuclear waste disposal, Boom clay,a stiff soil from theUnderground Research Laboratory in Mol, Belgium, has been studied in various works. In this paper, containing X-ray diffractiontests, oedometertests, consolidated undrained shearing (CUS) tests and scanning electron microscopic (SEM) tests, a series of experimental studies intended to study the hydro-mechanical behavior and microfabric of Boom clay are presented. X-ray diffractiontests and SEMtests further highlight the high content of clay mineral of Boom clay(about 60% inaverage). Preconsolidation pressure, which is about 5.0MPa, was determined by oedomete rtests. High swelling property under hydro-mechanical coupling effect has been investigated on the clay samples during the CUS test, and also high viscous potential has been represented under shearingrate of 20 mm/min. SEM tests show that the microstructure of Boom clay arranged more directional and denser, and it can be observed clearly through the microstructure variation of pores and fissures.

AB - In the context of research into deep nuclear waste disposal, Boom clay,a stiff soil from theUnderground Research Laboratory in Mol, Belgium, has been studied in various works. In this paper, containing X-ray diffractiontests, oedometertests, consolidated undrained shearing (CUS) tests and scanning electron microscopic (SEM) tests, a series of experimental studies intended to study the hydro-mechanical behavior and microfabric of Boom clay are presented. X-ray diffractiontests and SEMtests further highlight the high content of clay mineral of Boom clay(about 60% inaverage). Preconsolidation pressure, which is about 5.0MPa, was determined by oedomete rtests. High swelling property under hydro-mechanical coupling effect has been investigated on the clay samples during the CUS test, and also high viscous potential has been represented under shearingrate of 20 mm/min. SEM tests show that the microstructure of Boom clay arranged more directional and denser, and it can be observed clearly through the microstructure variation of pores and fissures.

KW - Boom clay

KW - hydro-mechanical behavior

KW - experimental studies

KW - microstructure

UR - http://ecm.sckcen.be/OTCS/llisapi.dll/open/ezp_124664

UR - http://knowledgecentre.sckcen.be/so2/bibref/9558

U2 - 10.1016/j.ijrmms.2012.05.013

DO - 10.1016/j.ijrmms.2012.05.013

M3 - Article

VL - 53

SP - 159

EP - 165

JO - International Journal of Rock Mechanics & Mining Sciences

JF - International Journal of Rock Mechanics & Mining Sciences

SN - 1365-1609

ER -

ID: 92418