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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Journal ArticleDOI
A Laboratory model study on the performance of lime pile application for marine soils
TL;DR: In this paper, the performance of the lime pile application, a deep chemical stabilization method to improve the engineering characteristics of marine soil deposits, was examined by using a laboratory-scale model, the marine soil sample was compacted into soil blocks in circular steel test tanks, with the installation of lime piles in them.
Journal Article
Utilization of GGBS and Lime to Improve the Compaction and Unconfined Strength Properties of Marine Clay
TL;DR: In this paper, an effort is made to improve the geotechnical properties of marine clay using ground granulated blast furnace slag (GGBS) and Lime and a detailed laboratory study is carried out to study the compaction and unconfined strength properties before and after stabilization with GGBS and Lime.
Journal ArticleDOI
Structural stabilization of soil backfill with quicklime
TL;DR: In this paper, the application of quicklime (CaO) to soil backfill for the amelioration of poorly aerated grave soils (sandy loam) was tested in a cemetery in Germany.
Journal ArticleDOI
Potential and future: utilization of waste material on strength characteristics of marine clay
Nadiah Jamaludin,N Z Mohd Yunus,Siti Norafida Jusoh,Faizal Pakir,A. Ayub,N E Zainuddin,Muhammad Azril Hezmi,Nordiana Mashros +7 more
Proceedings ArticleDOI
Hydromechanical and Pore-Structure Evolution in Lime-Treated Kneading Compacted Soil
TL;DR: In this paper , the authors evaluated the evolution of unconfined compressive strength (UCS), hydraulic conductivity, and pores of different categories in laboratory kneaded soil and interpreted the results with the one obtained from in situ sampled soil of the same configuration after 7 years of atmospheric curing.
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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.