Hydro-mechanical behavior of polypropylene fiber reinforced expansive soils

M Malekzadeh, H Bilsel - KSCE Journal of Civil Engineering, 2014 - Springer
This paper presents a series of laboratory tests and evaluates the effect of polypropylene
fiber inclusion on volume change behavior and soil-water characteristics of expansive soils …

Effect of aging on swelling and swell-shrink behavior of a compacted expansive soil

KS Subba Rao, S Tripathy - Geotechnical …, 2003 - asmedigitalcollection.asme.org
Abstract Effect of aging on swelling and swell-shrink behavior of a compacted expansive soil
is investigated in this paper. An expansive soil having a liquid limit of 100% is used for this …

Development of soil-EPS mixes for geotechnical applications

HK Illuri - 2007 - eprints.qut.edu.au
Global concern about the environmental impacts of waste disposal and stringent
implementation of environmental laws lead to numerous research on recycled materials …

Influence of compaction method and effort on electrical resistivity and volume change of cohesive soils

B Alibrahim, E Uygar - KSCE Journal of Civil Engineering, 2021 - Springer
Engineered fills are enhanced by compaction to reduce compressibility and permeability. In-
situ application of shallow densification methods involve static method with the use of …

Effect of cyclic wetting and drying on the index properties of a lime-stabilised expansive soil

SM Rao, BVV Reddy… - Proceedings of the …, 2001 - icevirtuallibrary.com
Lime stabilisation of expansive soils in arid and semi-arid regions exposes them to cycles of
wetting and drying due to seasonal climatic changes. Cyclic wetting and drying is known to …

Use of posidonia oceanica ash in stabilization of expansive soils

M Malekzadeh, H Bilsel - Marine Georesources & Geotechnology, 2014 - Taylor & Francis
Posidonia oceanica (PO) is the most plentiful seaweed of the Mediterranean Sea, which
grows all along the coastal areas, forming widespread meadows. The leaf rejuvenation …

Employing Numerical Modelling to Calculate Changes in Safety Factors for The Bearing Capacity of Expansive Clay Soil Subjected to Cycles of Full Wetting and …

R Daod, N Abboud, MI Machlah - Steps For Civil …, 2024 - scientificsteps-group.com
Soil mechanics provides a theoretical framework for understanding the behaviour of soil in
relation to structures and the extent to which it is influenced by various natural and unnatural …

Swelling behaviour of lime-stabilized specimens subjected to wetting-drying cycles

SM Rao, P Shivanada - … Mechanical Coupling in Clays: From Nano …, 2018 - taylorfrancis.com
Laboratory experiments have shown that lime stabilization is effective in controlling the swell
potentials of expansive soils on first wetting. Expansive soils however experience repeated …

The development of a predictive damage condition model of light structures on expansive soils using hybrid artificial intelligence techniques

NY Osman - 2007 - figshare.swinburne.edu.au
Expansive soils have damage light structures due to movement of soil which was a common
problem all around the world. Soils exhibiting expansive properties were common …

[PDF][PDF] Cyclic swell-shrink of structured soils in a semi-arid climate

H Bilsel, ER Tuncer… - Proceedings of the 52nd …, 1999 - researchgate.net
The swell potential is observed to progressively increase with cycles of wetting and drying in
a cemented clay derived from marine deposits of a Miocene formation. This is interpreted as …