Journal ArticleDOI
Permeability characteristics of lime treated marine clay
G. Rajasekaran,S. Narasimha Rao +1 more
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TLDR
In this article, an attempt has been made to investigate the lime induced permeability changes in the permeability and engineering behavior of different lime column treated soil systems, showing an increase in permeability up to a maximum value of 15-18 times that of untreated soil with time.About:
This article is published in Ocean Engineering.The article was published on 2002-02-01. It has received 51 citations till now. The article focuses on the topics: Lime & Soil test.read more
Citations
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Combination of vacuum preloading and lime treatment for improvement of dredged fill
TL;DR: In this paper, a combination of vacuum preloading and lime treatment is proposed to address the issue of clogging around the prefabricated vertical drains (PVDs), where a certain percentage of hydrated lime (Ca(OH) 2 ) is added into the dredge fill slurry to enhance the engineering properties of the fill, such as the shear strength and permeability.
Journal ArticleDOI
Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching.
TL;DR: In this article, the long-term performance of lime-treated soil is still in question, especially in the case of the use of such soils to build earthen structures in permanent contact with water (i.e., dams, river levees, etc.).
Journal ArticleDOI
Potential use of lateritic and marine clay soils as landfill liners to retain heavy metals.
TL;DR: The marine clay had higher retardation factors and lower diffusion coefficients, and its hydraulic conductivity was more compatible with Cr solution, than that of the lateritic soil.
Journal ArticleDOI
Pozzolanic consolidation of stabilized soft clays
TL;DR: In this article, the authors used the pre-consolidation stress and compression index of the stabilized soft clay as a practical criterion for determining the optimum additive percentage in soft clays stabilization.
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Effects of soil pulverization quality on lime stabilization of an expansive clay
Ilknur Bozbey,Sanan Garaisayev +1 more
TL;DR: In this article, the effects of soil pulverization quality on lime stabilization of a local expansive clay were investigated and the results showed that lime stabilization improved plasticity, workability, compressive strength, elastic moduli and swelling and compressibility behavior of the expansive clay.
References
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Journal Article
Lime slurry pressure injection tames expansive clays
TL;DR: Lime slurry pressure injection (LSPI) as mentioned in this paper is a relatively inexpensive solution to unstable soil problems, which is used with a slab-on-grade foundation, where structural solutions to expansive clay soils are not feasible.
Journal Article
Evaluation of remolded field samples of lime-cement-fly ash-aggregate mixtures
TL;DR: In this article, the LIME and CEMENT in the LCFAA MIXTURE were evaluated under a variety of conditions, including freezing and thawing and the effect of leaching and caustic conditions.
Journal ArticleDOI
Techniques for Estimating the Longevity of Lime-Treated Expansive Clays
L D McCallister,T M Petry +1 more
TL;DR: In this article, two techniques are presented that investigate the possibility of estimating the longevity of lime-treated expansive clays subjected to leaching, based on analyzing calcium concentrations and pH changes within accelerated leached laboratory specimens and their leachates during the leaching process.