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Lime leachability studies on stabilized expansive semi-arid soil

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TLDR
In this paper, the role of lime and the nature of leaching solution on the lime leaching characteristics of an expansive soil originating from the Kingdom of Saudi Arabia was examined and the effects of various parameters like lime content, curing period and pH of leach solution on lime leachability values has been studied.
Abstract
The present study is aimed at examining the role of lime and the nature of leaching solution on the lime leaching characteristics of an expansive soil originating from the Kingdom of Saudi Arabia. Lime leachability studies were carried out in specially fabricated molds subjected to continuous leaching conditions. The specimens were compacted directly into specially fabricated perspex molds and cured for 7, 14 and 28 days under constant humidity conditions. In order to study the rate at which the calcium ions leach out from the lime treated clay matrix, water (leaching solution) was allowed to flow through the compacted specimen continuously for seven days and the resultant calcium concentration in the leachate was determined. The effects of various parameters like lime content, curing period and the pH of leaching solution on the lime leachability values has been studied. It is observed that, at a given lime content, the calcium concentration in the leachate reduces with curing period. Relatively higher amounts of lime leached under acidic conditions and the flow period does not affect the lime leaching patterns.

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Journal ArticleDOI

Effect of Polypropylene Fiber Reinforcement on the Consolidation, Swell and Shrinkage Behavior of Lime Blended Expansive Soil

TL;DR: In this article, synthetic fibers in the presence of lime stabilization are proposed as an alternative to overcome the issues related to shrink-swell distress in expansive soils, and a nonlinear best fit equations have been proposed to relate compression index (Cc) and recompression index (Cr) of expansive clay deposits with and without lime treatment to amount and dosage of fiber cast and fiber mesh reinforcements.
Journal ArticleDOI

Evaluation of physical development of the coastal tourism regions on tsunami potentially zones in pariaman city- indonesia

TL;DR: In this paper, the authors determine the location of evacuation lines, TES or assembly points and shelters, and knowing the extent of the distribution of coastal tourism regions, as well as the distance of evacuation routes to TES and evacuation routes when tsunami occurs through the creation of a zoning model.
Proceedings ArticleDOI

Effect of fibre reinforcement on CBR behaviour of lime-blended expansive soils: reliability approach

TL;DR: In this article, two different types of synthetic fibres, Fiber Mesh and Fiber Cast, were evaluated as a stabilisation alternative for expansive soils in the presence of lime and showed that the improvement in CBR increased with higher fibre contents and longer lengths and the effect was prominent when lime was used as a s...
Journal ArticleDOI

Lime-Amended Semi-arid Soils in Retaining Copper, Lead, and Zinc from Aqueous Solutions

TL;DR: In this paper, the sorptive response of the three most commonly found divalent metal contaminants, copper (Cu+2), lead (Pb+2) and zinc (Zn+) were studied using two locally available semi-arid soils from Saudi Arabia.
Journal ArticleDOI

Effect of Calcium-Based Derivatives on Consolidation, Strength, and Lime-Leachability Behavior of Expansive Soil

TL;DR: In this article, the effect of different calcium-based stabilizers (calcium hydroxide [Ca(OH)2], calcium carbonate [CaCO3], and calcium chloride [CaCl2]) on the geotechni...
References
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Journal ArticleDOI

Lime stabilization of clay minerals and soils

TL;DR: In this paper, three of the most frequently occurring minerals in clay deposits, namely, kaolinite, montmorillonite and quartz, were subjected to a series of tests.
Book

Unsaturated Soil Mechanics

Ning Lu, +1 more
TL;DR: Unsaturated Soil Mechanics as mentioned in this paper provides a comprehensive introduction to the fundamental principles of unsaturated soil mechanics and provides extensive sample problems with an accompanying solutions manual, and brings together the rapid advances in research in unsaturated soil mechanics in one focused volume.
Book

Foundations on expansive soils

Fu Hua Chen
TL;DR: In this article, an extension of the Fondation Reference Record is described. But this record was created on 2004-09-07, modified on 2016-08-08.
Journal Article

Reaction of hydrated lime with pure clay minerals in soil stabilization

TL;DR: The first part of the investigation has been conducted at the University of Illinois at Urbana-Champaign as discussed by the authors, where the X-ray experiments were used to study the reaction of the hydrated limes with the soil.
Journal ArticleDOI

Mini Compaction Test Apparatus for Fine Grained Soils

TL;DR: In this article, a mini compaction test for fine-grained soils is presented, which requires only about 1/10th of the volume of soil needed for the standard and modified Proctor test.
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