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Forecasting the long-term deterioration of a cut slope in high-plasticity clay using a numerical model (2021)

First Author: Postill H

Attributed to: Long-term performance of geotechnical transport infrastructure funded by EPSRC

Abstract

No abstract provided

Bibliographic Information

Digital Object Identifier: http://dx.doi.org/10.1016/j.enggeo.2020.105912

Publication URI: http://dx.doi.org/10.1016/j.enggeo.2020.105912

Type: Journal Article/Review

Parent Publication: Engineering Geology

ISSN: 00137952