Influence of surface roughness and particle characteristics on soil–structure interactions: A state-of-the-art review

R Wang, DEL Ong, MI Peerun, DS Jeng - Geosciences, 2022 - mdpi.com
The study of soil–structure interface behavior contributes to the fundamental understanding
of engineering performance and foundation design optimization. Previous research studies …

[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 …

Soil shear strength determination methods–State of the art

D Stefanow, PA Dudziński - Soil and Tillage Research, 2021 - Elsevier
Soil mechanics as a field of science has been developed for over a century. One of its most
important issues is determination of soil strength. Despite passing years, there is still no …

Drained residual strength of cohesive soils

TD Stark, HT Eid - Journal of Geotechnical Engineering, 1994 - ascelibrary.org
Results of torsional ring shear tests on cohesive soils reveal that the drained residual
strength is related to the type of clay mineral and quantity of clay-size particles. The liquid …

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 …

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 …

Initiation and mobility of recurring loess flowslides on the Heifangtai irrigated terrace in China: Insights from hydrogeological conditions and liquefaction criteria

F Zhang, G Wang, J Peng - Engineering Geology, 2022 - Elsevier
Heifangtai terrace is famous in China for its irrigation-induced loess landslides. The
frequently recurring loess flowslides initiated along the platform margin of the irrigated …

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 …

Slope stability analyses in stiff fissured clays

TD Stark, HT Eid - Journal of Geotechnical and Geoenvironmental …, 1997 - ascelibrary.org
Results of torsional ring shear, direct shear, and triaxial compression tests on cohesive soils
reveal that the fully softened shear strength is stress-dependent and related to the type of …

Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses

HT Eid, RS Amarasinghe, KH Rabie… - Canadian …, 2015 - cdnsciencepub.com
A laboratory research program was undertaken to study the large-strain shear strength
characteristics of fine-grained soils under low effective normal stresses (∼ 3–7 kPa). Soils …