Climatic influence on geotechnical infrastructure: a review

PJ Vardon - Environmental Geotechnics, 2015 - icevirtuallibrary.com
Geotechnical infrastructure is extensively used for transport and flood defences. Asset
values are significant, with failures causing significant disruption alongside potentially …

[图书][B] Soil strength and slope stability

JM Duncan, SG Wright, TL Brandon - 2014 - books.google.com
The definitive guide to the critical issue of slope stability and safety Soil Strength and Slope
Stability, Second Edition presents the latest thinking and techniques in the assessment of …

[图书][B] Geotechnical engineering of dams

R Fell - 2005 - books.google.com
Geotechnical Engineering of Dams provides a comprehensive text on the geotechnical and
geological aspects of the investigations for and the design and construction of new dams. In …

Rates and causes of tailings dam failures

TD Stark, L Moya, J Lin - Advances in Civil Engineering, 2022 - Wiley Online Library
This paper analyzes two tailings dam databases and recent failures to assess the local and
global failure rates of upstream, downstream, and centerline raised tailings dams. Since …

Drained shear strength parameters for analysis of landslides

TD Stark, H Choi, S McCone - Journal of Geotechnical and …, 2005 - ascelibrary.org
This paper presents recommendations for selecting the type and magnitude of drained
shear strength parameters for analysis of landslides. In particular, the importance, existence …

Residual shear strength mobilized in first-time slope failures

G Mesri, M Shahien - Journal of geotechnical and …, 2003 - ascelibrary.org
This paper presents a review of long-term stability of stiff clay and clay shale slopes, and
detailed reanalyses of 99 case histories of slope failures in 36 soft clays to stiff clays and …

Municipal solid waste slope failure. I: Waste and foundation soil properties

HT Eid, TD Stark, WD Evans… - Journal of Geotechnical …, 2000 - ascelibrary.org
This paper describes a slope failure in a municipal solid waste landfill, with lateral and
vertical displacements of up to 275 and 61 m, respectively. The wasteslide involved …

Performance of three-dimensional slope stability methods in practice

TD Stark, HT Eid - Journal of Geotechnical and Geoenvironmental …, 1998 - ascelibrary.org
Study of several field case histories has shown that the difference between two-and three-
dimensional factors of safety is most pronounced in cases that involve a translational failure …

Canelles landslide: modelling rapid drawdown and fast potential sliding

NM Pinyol, EE Alonso, J Corominas, J Moya - Landslides, 2012 - Springer
Abstract A large landslide (40× 10 6 m 3) was reactivated on the left bank of Canelles
reservoir, Spain. The instability was made evident after a considerable reduction of the …

Run-out of landslides in brittle soils

A Yerro, EE Alonso, NM Pinyol - Computers and Geotechnics, 2016 - Elsevier
One of the factors causing the acceleration of landslides is the loss of strength of the soil
involved in the potential unstable mechanism. The travelled distance and the landslide …