[HTML][HTML] Review of collapse triggering mechanism of collapsible soils due to wetting

P Li, S Vanapalli, T Li - Journal of Rock Mechanics and Geotechnical …, 2016 - Elsevier
Loess soil deposits are widely distributed in arid and semi-arid regions and constitute about
10% of land area of the world. These soils typically have a loose honeycomb-type meta …

Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron …

E Romero, PH Simms - Geotechnical and Geological engineering, 2008 - Springer
With the advent of modern microstructural testing techniques and microstructure based
constitutive models the microstructural characterisation of soils is gaining prominence. This …

Multi-scale characterization of porosity in Boom Clay (HADES-level, Mol, Belgium) using a combination of X-ray μ-CT, 2D BIB-SEM and FIB-SEM tomography

S Hemes, G Desbois, JL Urai, B Schröppel… - Microporous and …, 2015 - Elsevier
Abstract The Oligocene age Boom Clay is a potential host material for radioactive waste
disposal in Belgium. To better understand the physical basis of transport mechanisms of …

Mechanism of improvement in the strength and volume change behavior of lime stabilized soil

AK Jha, PV Sivapullaiah - Engineering Geology, 2015 - Elsevier
An attempt has been made to bring out the influence on strength and volume change
behavior of fabric changes and new cementitious compound formation in a soil upon …

A microstructural insight into compacted clayey soils and their hydraulic properties

E Romero - Engineering Geology, 2013 - Elsevier
A review of the literature is initially presented to bring into light the important microstructural
effects on the hydraulic properties of different compacted clayey soils. Experimental data …

Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles

A Seiphoori, A Ferrari, L Laloui - Géotechnique, 2014 - icevirtuallibrary.com
MX-80 bentonite used in engineered barrier systems would be subjected to wetting and
drying cycles. To assess the response of the material under such circumstances, a …

Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils

A Aldaood, M Bouasker, M Al-Mukhtar - Engineering Geology, 2014 - Elsevier
Gypseous soil is a problematic soil due to its high water sensitivity. Its behavior depends on
its gypsum content and it loses much of its strength when saturated. Lime stabilization is a …

[HTML][HTML] Expansive soil modified by waste steel slag and its application in subbase layer of highways

J Wu, Q Liu, Y Deng, X Yu, Q Feng, C Yan - Soils and foundations, 2019 - Elsevier
Steel slag is a waste by-product of the steel industry. The recycling usage of steel slag is
limited due to the mutative chemical compositions it contains and its low cementation. In this …

Water characteristic curve of soil with bimodal grain-size distribution

A Satyanaga, H Rahardjo, EC Leong… - Computers and …, 2013 - Elsevier
Soil–water characteristic curve (SWCC) is the most fundamental and important soil property
in unsaturated soil mechanics. It has been used for analyzing slope stability due to the …

A generic framework of unifying industrial by-products for soil stabilization

J Wu, Y Deng, G Zhang, A Zhou, Y Tan, H Xiao… - Journal of cleaner …, 2021 - Elsevier
This paper presents a newly proposed generic framework for unifying different industrial by-
products (IBPs) as composite binders to potentially replace ordinary Portland cement (OPC) …