[HTML][HTML] Centrifuge modelling of landslides and landslide hazard mitigation: A review

K Fang, H Tang, C Li, X Su, P An, S Sun - Geoscience Frontiers, 2023 - Elsevier
Landslides are serious geohazards that occur under a variety of climatic conditions and can
cause many casualties and significant economic losses. Centrifuge modelling, as a …

[KİTAP][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 …

[KİTAP][B] The handbook of groundwater engineering

JW Delleur - 2006 - books.google.com
A complete treatment of the theory and practice of groundwater engineering, The Handbook
of Groundwater Engineering, Second Edition provides a current and detailed review of how …

Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor

S Alamshahi, N Hataf - Geotextiles and Geomembranes, 2009 - Elsevier
This paper presents the effect of a new type of geogrid inclusion on the bearing capacity of a
rigid strip footing constructed on a sand slope. A broad series of conditions, including …

Geomaterial behavior and testing

PW Mayne, MR Coop, SM Springman… - Proceedings of the …, 2009 - ebooks.iospress.nl
A complete characterization detailing the intricate and complex response of geomaterials
remains a challenging task that can only be realized on a partial basis via a careful drilling …

Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope

C Yoo - Geotextiles and Geomembranes, 2001 - Elsevier
This paper presents the results of laboratory model tests on the bearing capacity behavior of
a strip footing on a geogrid-reinforced earth slope. A wide range of boundary conditions …

A new working stress method for prediction of reinforcement loads in geosynthetic walls

TM Allen, RJ Bathurst, RD Holtz… - Canadian …, 2003 - cdnsciencepub.com
Proper estimation of soil reinforcement loads and strains is key to accurate internal stability
design of reinforced soil structures. Current design methodologies use limit equilibrium …

Failure mechanisms in sand over a deep active trapdoor

YD Costa, JG Zornberg, BS Bueno… - Journal of Geotechnical …, 2009 - ascelibrary.org
An experimental testing program was undertaken to investigate failure mechanisms induced
by the active movement of a deep rectangular trapdoor underlying a granular soil. Reduced …

Effective stress-based limit-equilibrium analysis for homogeneous unsaturated slopes

F Vahedifard, D Leshchinsky… - International Journal of …, 2016 - ascelibrary.org
With a suction stress–based effective stress representation, stability analysis of unsaturated
engineered and natural slopes can be performed effectively in the same manner as the …

[HTML][HTML] Design of geosynthetic-reinforced slopes in cohesive backfills

AH Abd, S Utili - Geotextiles and Geomembranes, 2017 - Elsevier
Currently, geosynthetic reinforcements for slopes are calculated assuming the ground
strength to be purely frictional, ie without any cohesion. However, accounting for the …