[PDF][PDF] Geotechnics of mine tailings: a 2022 state of the art

A Fourie, R Verdugo, A Bjelkevik… - Proceedings of “20th …, 2022 - researchgate.net
Global interest in the geotechnical stability of tailings storage facilities (TSFs) has burgeoned
over the past decade. In particular, the widely accessible video of the catastrophic failure of …

Laboratory hydraulic testing in unsaturated soils

F Masrouri, KV Bicalho, K Kawai - geotechnical and geological …, 2008 - Springer
This paper synthesizes the state-of-the art of the various laboratory testing techniques
presently available for measuring the water hydraulic constitutive functions of unsaturated …

Experimental investigation of volume change behavior of swelling soil

TH Al-Yaqoub, J Parol, D Znidarcic - Applied Clay Science, 2017 - Elsevier
The present paper examines the effect of rate of wetting, type of wetting, surcharge pressure
and lateral confinement on the swelling deformation of expansive soil using laboratory …

Resonant column test for unsaturated soils with suction–saturation control

A Khosravi, JS McCartney - Geotechnical …, 2011 - asmedigitalcollection.asme.org
Comprehensive characterization of the small strain shear modulus G max of an unsaturated
soil specimen during hydraulic hysteresis requires precise control of the stress state, matric …

Performance of an instrumented embankment constructed with lime-treated silty clay during four-years in the Northeast of France

KV Bicalho, Y Boussafir, YJ Cui - Transportation Geotechnics, 2018 - Elsevier
The soil-atmosphere interaction is investigated in a densely monitored large-scale
embankment constructed with compacted lime treated soils in the Northeast of France. The …

[图书][B] Moisture-induced tensile strength and cohesion in sand

TH Kim - 2001 - search.proquest.com
Direct tension and low-stress level direct shear apparatuses and experimental procedures
were developed to determine strength properties for moist sand. An extensive experimental …

Measuring the soil water–retention curve under positive and negative matric suction regimes

N Alsherif, A Wayllace, N Lu - Geotechnical …, 2015 - asmedigitalcollection.asme.org
The soil water–retention curve (SWRC) is commonly theorized and measured in the positive
matric suction or negative pore water pressure domain. However, all soils do not reach full …

[PDF][PDF] Experimental investigation of soil-atmosphere interaction in an instrumented embankment constructed with two treated clays

KV Bicalho, GPD Vivacqua, YJ Cui, M Froumentin… - Soils & …, 2015 - researchgate.net
This paper discusses the field monitoring of an experimental embankment divided into two
symmetrical instrumented sections constructed with two clays treated with lime and/or …

Measurements of unsaturated hydraulic conductivity functions of two fine-grained materials

S Taibi, KV Bicalho, C Sayad-Gaidi, JM Fleureau - Soils and foundations, 2009 - Elsevier
Water unsaturated hydraulic conductivity (kw) functions of two remolded fine-grained
materials were measured over a wide range of degrees of saturation (S r) with two methods …

Small strain shear modulus of unsaturated, compacted soils during hydraulic hysteresis

A Khosravi - 2011 - search.proquest.com
A semi-empirical model was developed in this study to predict the impact of effective stress
state and hydraulic hysteresis on the small strain shear modulus of unsaturated, compacted …