Results 51 to 60 of about 1,783,220 (185)

Enhancing the properties of swelling soils with lime, fly ash, and expanded polystyrene -A review

Heliyon
This paper discusses efforts made by past researchers to steady the expansive (problematic) soils using mechanical and chemical techniques - specifically with EPS beads, lime and fly ash.
Utkarsh, Pradeep Kumar Jain
doaj   +1 more source

The experimental procedures of sand and lime as base soil stabilization materials on the modified proctor values for flexible pavement construction

MethodsX, 2023
During road construction, one of the major challenges encountered is dealing with weak subgrade soil, specifically expansive soil that experiences volume changes due to variations in moisture content.
Dandung Novianto, Taufiq Rochman
doaj   +1 more source

Determination of optimum concentration of lime solution for soil stabilization [PDF]

, 2005
The main objective of this research is to determine the optimum concentration of lime solution for soil stabilization. Dry lime, either quicklime or hydrated lime is being use currently as soil stabilization agent.
Ng, Pui Ling
core  

Preclinical evaluation of lime juice as a topical microbicide candidate [PDF]

, 2008
Background: The continued growth of the global HIV epidemic highlights the urgent need to develop novel prevention strategies to reduce HIV transmission.
Fletcher, Patricia S, Doncel, GF, Fletcher, PS, Boothe, Adrienne R, Patricia S Fletcher, Harman, SJ, Doncel, Gustavo F, Robin J Shattock, Shattock, RJ, Sarah J Harman, Doncel Gustavo F, Harman Sarah J, Fletcher Patricia S, Adrienne R Boothe, Boothe, AR, Boothe Adrienne R, Gustavo F Doncel, Harman, Sarah J, Shattock Robin J, Shattock, Robin J   +19 more
core   +1 more source

Effect of Soft Clay Bearing Capacity on Cement-Lime Stabilization [PDF]

, 2021
Soil stabilization is the process by which a soil physical property is transformed to improve the geotechnical properties of the soil as well as the strength of the soil especially for the construction of subgrade for soft clay.
Halina Hamid, Haslinda Ab Aziz, Mazly Mohd Nor   +2 more
core   +1 more source

A Micro-Level Investigation of Optimum Lime-Content Stabilized Expansive Soil Amended with Organic Coconut Shell Powder

Slovak Journal of Civil Engineering, 2020
The experimental investigation involved stabilizing an expansive soil using lime, amending the stabilization process with varying doses of coconut shell powder (CSP), and studying the effects of the amendment on the strength, index properties, mineralogy,
James Jijo
doaj   +1 more source

Is stabilization of earth bricks using low cement or lime contents relevant?

Construction and Building Materials, 2020
The starting premise of this article is that it is not environmentally consistent to stabilize earth by using more than 4% of mineral binder (cement or lime).
K. A. J. Ouedraogo, J. Aubert, C. Tribout, G. Escadeillas   +3 more
semanticscholar   +1 more source

STABILISASI TANAH LIAT DENGAN KAPUR PADA KONSTRUKSI BADAN JALAN HUTAN DI PULAU LAUT

Jurnal Penelitian Hasil Hutan (Journal of Forest Products Research), 2017
Subgrade  construction is an important part in forest  road building,  Subgrade soils with a high clay content  could  not be used satisfactorily as forest  road construction material  unless it is treated  to increase its stability.
Rahardjo S Suparto, S Sutopo
doaj   +1 more source

Avaliação das melhorias das propriedades físicas e mecânicas de solos originados de rochas sedimentares pela adição de cal para fins de pavimentação [PDF]

, 2008
Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico. Programa de Pós-Graduação em Engenharia Civil.Esta dissertação apresenta os resultados de um estudo laboratorial de três amostras de solo expansivo coletadas na Rodovia ...
Corrêa, Juliana Francisca
core  

Lime Stabilization of Expansive Clay Soil of Jimma Town, Ethiopia [PDF]

, 2021
The engineering properties of stabilized soils are varied for many factors such as soil heterogeneity, soil composition, soil structures, geological conditions, and the difference of interaction between the soil and stabilizers.
A, Sorsa, E, Agon
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