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[HTML][HTML] Stabilization of expansive soils using chemical additives: A review
Volume instability of expansive soils due to moisture fluctuations is often disastrous, causing
severe damages and distortions in the supported structures. It is, therefore, necessary to …
severe damages and distortions in the supported structures. It is, therefore, necessary to …
Soil and clay stabilization with calcium-and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques
A Behnood - Transportation Geotechnics, 2018 - Elsevier
Soil stabilization is a technique to improve the engineering and geotechnical properties of
soils such as mechanical strength, permeability, compressibility, durability and plasticity …
soils such as mechanical strength, permeability, compressibility, durability and plasticity …
The engineering behind soil stabilization with additives: a state-of-the-art review
A Anburuvel - Geotechnical and Geological Engineering, 2024 - Springer
Soil stabilization using additives is considered as one of the sustainable alternative
techniques to deal with acute material shortages. Critically reviewing the contemporary …
techniques to deal with acute material shortages. Critically reviewing the contemporary …
Microstructure and geotechnical properties of lime-treated expansive clayey soil
M Al-Mukhtar, S Khattab, JF Alcover - Engineering geology, 2012 - Elsevier
The changes in the main geotechnical properties (plasticity, unconfined compressive
strength, swelling pressure and permeability) associated with the micro level texture and …
strength, swelling pressure and permeability) associated with the micro level texture and …
Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue
This study presents the use of cement kiln dust (CKD) and fly ash (FA) to improve the
unconfined compressive strength (UCS) of soft Bangkok clay compared with ordinary …
unconfined compressive strength (UCS) of soft Bangkok clay compared with ordinary …
Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils
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 …
its gypsum content and it loses much of its strength when saturated. Lime stabilization is a …
Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt
K Lemaire, D Deneele, S Bonnet, M Legret - Engineering Geology, 2013 - Elsevier
Stabilization using lime and cement is a widespread technique that provides civil
engineering applications for soils with poor geotechnical performance. This article describes …
engineering applications for soils with poor geotechnical performance. This article describes …
The mechanical and physical properties of compressed earth block stabilized with lime and filled with untreated and alkali-treated date palm fibers
Most develo** countries have an urgent need to construct and build houses that are more
durable at a low cost. The compressed earth block (CEB) has been identified as a low-cost …
durable at a low cost. The compressed earth block (CEB) has been identified as a low-cost …
Shear strength and durability against wetting and drying cycles of lime-stabilised laterite soil as subgrade
Laterite soil is commonly used as a fill or pavement material. However, it tends to lose its
natural bonding and experiences large deformation when subjected to cyclic rainy (wet) and …
natural bonding and experiences large deformation when subjected to cyclic rainy (wet) and …
Impact of freeze–thaw cycles on mechanical behaviour of lime stabilized gypseous soils
In seasonally frozen regions, earth structures such as embankments and roads are exposed
to periodic freezing–thawing. Most problems with these structures arise from the fact that …
to periodic freezing–thawing. Most problems with these structures arise from the fact that …