Journal ArticleDOI
Permeability characteristics of lime treated marine clay
G. Rajasekaran,S. Narasimha Rao +1 more
Reads0
Chats0
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
More filters
Journal ArticleDOI
Consolidation behavior and elastic wave characteristics of lime-treated dredged mud with vacuum preloading
Quanbin Jin,Li Yubo,Bo Li +2 more
TL;DR: In this paper, preloading technologies and detection technologies used to measure different soil properties (e.g., settlement, drainage, shear strength, elastic wave velocity, and degree of...
Dissertation
Improvement of clay soils using lime piles
TL;DR: In this paper, the authors present a list of abbreviations of ÖZ and ABBREVIATIONS, including the abbreviations listed in Table 4.1.1 and Table 5.2.
Journal ArticleDOI
Behavior of Lime-Stabilized Red Bed Soil after Cyclic Wetting-Drying in Triaxial Tests and SEM Analysis
TL;DR: In this paper, a serious of triaxial tests, permeability tests, and scanning electron microscopy (SEM) analysis were carried out on lime-stabilized and untreated red bed soil after experiencing different wetting-drying (W-D) cycles.
Journal ArticleDOI
Effect of polymer on strength and permeability of marine clay
TL;DR: In this paper, a study on whether the use of polyacrylamide (PAM) would affect the engineering properties of marine clay during and after the consolidation stage was carried out.
Journal ArticleDOI
Prediction of shear strength parameters in soil–lime mixture design – part 1: quicklime
TL;DR: In practical applications, it is not unusual to encounter cases of failure due to a lack of consideration of all the steps involved and incom... as mentioned in this paper, however, this is not a common occurrence.
References
More filters
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.
Book
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.