Journal ArticleDOI
Permeability characteristics of lime treated marine clay
G. Rajasekaran,S. Narasimha Rao +1 more
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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
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Plasticity and compaction characteristics on soft clay stabilised with coal ash and cement
Nadiah Jamaludin,Nor Zurairahetty Mohd Yunus,Siti Norafida Jusoh,Faizal Pakir,Muhammad Azril Hezmi,Khairun Nissa Mat Said +5 more
TL;DR: In this paper, the compaction and plasticity properties of treated marine clay stabilized with increasing percentages and different ratios of coal ash with cement were determined. But the results showed that the plasticity of marine clay does not change significantly between ratios.
Journal ArticleDOI
Development of soil conditioner for reclaimed land desalinization based on high-iron fly ash
Journal ArticleDOI
Three-dimensional numerical analyses of pervious concrete column for soft soil improvement
TL;DR: In this article , a parametric analysis of the performance of pervious concrete columns, composite columns and pervious granular columns is presented. And the authors compare the load transfer mechanism of composite columns with that of a stone column and show that composite columns have better load carrying capacity and experience less lateral displacement.
Posted ContentDOI
Understanding the Role of Ca2+, Na+ on Swelling Behaviour of Natural Expansive Soils: A field Application Prespective
TL;DR: In this paper , the role of chemical constituents on swelling properties in a comprehensive way was demonstrated. But, the current practice of additive and stabilization selection technique to treat the expansive soils predominantly relies on geotechnical properties, in particular on consistency limits.
Journal ArticleDOI
Experiment and Mechanism Analysis on the Solidification of Saline Dredger Fill with Composite Slag Solidifying Agent: A Case Study in Caofeidian, China
TL;DR: Wang et al. as mentioned in this paper proposed a composite slag solidifying agent, which can substantially improve the unconfined compressive strength of Caofeidian's saline dredger fill by imparting a good microstructure.
References
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Journal Article
A quick test to determine lime requirements for lime stabilization
James L Eades,Ralph E Grim +1 more
TL;DR: In this paper, the authors describe the reaction of LIME and soil to changes in the PLASTICITY, SWELL, SHRINKAGE or COMPRESSIVE STRENGTH of the soil.
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A new approach to the determination of the shear strength of clay by the fall-cone test
TL;DR: In this paper, the authors investigated the relationship between shear strength and cone penetration in the fall-cone test and compared the results with a comparison of the fall cone test with the traditional cone test.
Journal ArticleDOI
Practical problems from surprising soil behavior
TL;DR: In this paper, the aging of quick clay after sampling, the remolded strength increases in samples maintained at constant water content, time effects in freshly densified or deposited sand, in which natural sand deposits can lose strength if disturbed but regain strength over time periods of weeks to months, and apparently sound lime-stabilized soil that swells and disintegrates starting a few years after construction.