A review of floodwater impacts on the stability of transportation embankments

I Johnston, W Murphy, J Holden - Earth-Science Reviews, 2021 - Elsevier
Infrastructure embankment failures due to flooding have been recorded in many countries.
The consequences of flood-induced embankment failures have mainly been limited to …

Stress-strain behavior of granular soils subjected to internal erosion

C Chen, LM Zhang, DS Chang - Journal of Geotechnical and …, 2016 - ascelibrary.org
Internal erosion is a major cause of dam or dike failures and incidents. In this study,
laboratory tests were conducted to investigate the deformation of two gap-graded soils …

Soil curling process and its influencing factors

KM Tran, HH Bui, J Kodikara… - Canadian Geotechnical …, 2020 - cdnsciencepub.com
Soil curling is a common phenomenon in nature due to the rearrangement of soil particles
caused by moisture loss. The occurrence of curling in soils significantly affects soil …

DEM simulations of particle dissolution effects on the passive earth pressure of retaining walls

K Cui, W Ci, S Yang - Engineering Geology, 2024 - Elsevier
Assessing passive earth pressure is fundamental in geotechnical engineering practice.
Mineral dissolution in the soil can reduce the soil strength, causing an overestimation of …

Particle loss and volume change on dissolution: experimental results and analysis of particle size and amount effects

J McDougall, D Kelly, D Barreto - Acta Geotechnica, 2013 - Springer
Soil particles may be lost through dissolution, degradation or erosion. Regardless of the
process of loss, there follows a change in soil structure both in terms of phase composition …

Mechanical behaviour of granular materials undergoing grain dissolution

T Kim, A Ferrari, L Laloui - Scientific reports, 2024 - nature.com
Geotechnical engineering projects are often at risk from threats related to mineral dissolution
and loss of particles that constitute the matrix of the geomaterial. Moreover, the impact of …

Effect of load inclination on the undrained bearing capacity of surface spread footings above voids

JK Lee, S Jeong, J Ko - Computers and Geotechnics, 2015 - Elsevier
Footings are often situated on ground that includes voids that were either undetected or had
not formed at the time of construction. In this study, small-strain finite element analyses are …

Soil deformations induced by particle removal under complex stress states

C Chen, LM Zhang, L Pei, ZY Wu - Journal of Geotechnical and …, 2020 - ascelibrary.org
Soil is composed of particles of various sizes. Once some particles are removed in a
physical or chemical process, the particle contacts and soil microstructure will change …

Evolution of mechanical behavior in granular soil during fine particle loss simulated by salt dissolution: Insights from ring shear tests

L Zhou, Y Zheng, W Hu, Y Li, H Luo, G Wang - Engineering Geology, 2024 - Elsevier
Fine particle loss in soil is one of the main causes of slope instability and geotechnical
structure failure. Loss of fines can cause instability in granular assembles by changing the …

Constitutive model for municipal solid waste considering the effect of biodegradation

SJ Feng, BY Cao, ZB Bai, ZY Yin - Géotechnique Letters, 2016 - icevirtuallibrary.com
With large-scale construction of landfills, the study of the properties of municipal solid waste
(MSW) has become an important subject. The objective of this study is to propose a new …