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14 - Civil and Construction Engineering

Cardiff University

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Output 47 of 57 in the submission

Article title

Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures

Type

D - Journal article

DOI

10.1016/j.clay.2010.01.002

Title of journal

Applied Clay Science

Article number

Volume number

Issue number

First page of article

324

ISSN of journal

1872-9053

Year of publication

2010

URL

http://dx.doi.org/10.1016/j.clay.2010.01.002

Number of additional authors

Additional information

This paper is the outcome of research collaboration with the Laboratory of Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universitat Bochum, Germany. It was funded by the British Council DAAD (German Academic Exchange Service) collaboration grant. The research entails the design of a novel oedometer that enables measuring swelling pressures of expansive soils under isochoric conditions and further loading the soil samples up to a vertical pressure of 25 MPa. This work, along with Tripathy1 and 4, led to a four year EPSRC grant for further research in this field (EP/I036427/1).

Interdisciplinary

Cross-referral requested

Research group

H - Hydroenvironmental Research Centre (HRC)

Proposed double-weighted

Double-weighted statement

Reserve for a double-weighted output

Non-English

English abstract