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Soil stabilization

About: Soil stabilization is a research topic. Over the lifetime, 3161 publications have been published within this topic receiving 48437 citations.


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Journal ArticleDOI
01 Feb 2009
TL;DR: A high-speed railway project for trains of speeds of up to 160 km/h is currently being constructed between Rawang and Bidor in Peninsular Malaysia as discussed by the authors, where ground improvement methods adopted in the project are vibro-replacement with stone columns, dry deep soil mixing (cement columns), geogrid-reinforced piled embankments with individual pile caps and removal/replacement works.
Abstract: A high-speed railway project for trains of speeds of up to 160 km/h is currently being constructed between Rawang and Bidor (110 km long) in Peninsular Malaysia. The ground improvement methods adopted in the project are vibro-replacement with stone columns, dry deep soil mixing (cement columns), geogrid-reinforced piled embankments with individual pile caps and removal/replacement works. This paper provides a detailed insight into the design and implementation of vibro-replacement and the deep soil mixing treatment methods used in the project. The use of plate bearing tests and field instrumentation to monitor the performance of the stone columns and soil mixing ground treatment methods is also discussed. This paper also provides a brief overview of other treatment methods implemented in this high-speed railway project such as a pile embankment with geogrids and removal/replacement works.

120 citations

Journal ArticleDOI
TL;DR: Palm oil fuel ash (POFA) in both cost-effective and environmentally friendly ways has potential applications in soft soil stabilization as discussed by the authors, and the possible uses of POFA (individually and in combination with cement) on several basic characteristics of clayey soil behavior, such as proctor compaction, Atterberg limit, and unconfined compression strength (UCS).
Abstract: Palm oil fuel ash (POFA) in both cost-effective and environmentally friendly ways has potential applications in soft soil stabilization. This study investigates the possible uses of POFA (individually and in combination with cement) on several basic characteristics of clayey soil behavior, such as proctor compaction, Atterberg limit, and unconfined compression strength (UCS). These properties are compared with those of unstabilized clay and stabilized clay with cement. Scanning electron microscopy with X-ray microanalysis is conducted on untreated and treated soil to elucidate their strength development, and the observed test results are then explained. Findings show that POFA and POFA/cement mixture treatments result in significant reductions in the soil plasticity index (PI). The results of the compaction test indicate that the utilization of POFA and POFA/cement mixture in soft soil stabilization decreases the optimum moisture content and increases the maximum dry density across selected binder dosages. The results show that using POFA alone to stabilize clayey soil results in a slight increase in the UCS of the specimens until the 28 days of curing, whereas combining POFA with cement results in a sharp increase in the UCS of the samples in the same curing time. The results demonstrate the environmental, technological, and economic advantages of utilizing this well known agricultural waste as a partial substitute for cement in stabilizing soils, particularly soft soils that usually demand high quantities of stabilizer to reach satisfactory results.

120 citations

Journal ArticleDOI
TL;DR: In this paper, the compressive and three-point flexural strength tests including compressive strength after water submersion were carried out in this present study, and the investigation results show that compressive, flexural and strength of clay brick are improved by adding of lime and RHA.

119 citations

Journal ArticleDOI
27 Jul 2017
TL;DR: In this article, the physical and chemical properties of soil in different types of stabilization methods are reviewed and its effect on soil indicate the reaction mechanism with additives, effect on its strength, improve and maintain soil moisture content and suggestion for construction systems.
Abstract: Soil stabilization is the process of improving the shear strength parameters of soil and thus increasing the bearing capacity of soil It is required when the soil available for construction is not suitable to carry structural load Soils exhibit generally undesirable engineering properties Soil Stabilization is the alteration of soils to enhance their physical properties Stabilization can increase the shear strength of a soil and/or control the shrink-swell properties of a soil, thus improving the load bearing capacity of a sub-grade to support pavements and foundations Soil stabilization is used to reduce permeability and compressibility of the soil mass in earth structures and to increase its shear strength The main objective of this paper is to review the physical and chemical properties of soil in different types of stabilization methods Stabilization and its effect on soil indicate the reaction mechanism with additives, effect on its strength, improve and maintain soil moisture content and suggestion for construction systems Soil stabilization can be accomplished by several methods All these methods fall into two broad categories namely mechanical stabilization and chemical stabilization Mechanical Stabilization is the process of improving the properties of the soil by changing its gradation and chemical stabilization of expansive soil comprises of changing the physico-synthetic around and within clay particles where by the earth obliges less water to fulfill the static imbalance and making it troublesome for water that moves into and out of the framework so as to fulfill particular designing road ventures

119 citations

Book
01 Jan 1979
TL;DR: In this article, the Stabilite des sols (SDS) is defined as "the state of being stable in the sols of sols" and the reference record created on 2004-09-07, modified on 2016-08-08
Abstract: Keywords: Stabilite des sols ; Fondation Reference Record created on 2004-09-07, modified on 2016-08-08

115 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
202364
2022128
2021213
2020167
2019173
2018168