scispace - formally typeset
Journal ArticleDOI

Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching.

Reads0
Chats0
TLDR
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.).
Abstract
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.) Indeed, water circulation may induce significant alteration of the improvements brought by the lime treatment. In this context, the main objective of this work is to study the long-term behaviour (durability) of lime-treated soils submitted to water circulation as well as to determine the most favourable initial soil compaction in terms of lime-treated soil durability. First, the impact of lime addition on soil microstructure is investigated with mercury intrusion porosimetry tests. This was done to highlight the effect of curing time, lime dosage, and compaction on soil initial permeability, a critical parameter in terms of long-term behaviour of the lime-treated soil. Then, lime-treated soil samples were submitted to an accelerated circulation of water over a period of 150 days. The obtained resul...

read more

Citations
More filters
Journal ArticleDOI

Microstructure and hydraulic conductivity of a compacted lime-treated soil

TL;DR: In this paper, the impact of lime-stabilization on a silt soil microstructure and then on saturated hydraulic conductivity was assessed at the microscopic level with mercury intrusion porosimetry.
Journal ArticleDOI

Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt

TL;DR: In this paper, the effects of a combined lime+cement treatment on both the characteristics and properties of a plastic silt were investigated and a multi-scale approach was implemented and themechanical, microstructural and physicochemical changes were investigated.
Journal ArticleDOI

Multi-scale laboratory evaluation of the physical, mechanical, and microstructural properties of soft highway subgrade soil stabilized with calcium carbide residue

TL;DR: In this paper, highway embankment construction has been identified as an avenue to consume huge amounts of calcium carbide residue (CCR), which is an industrial byproduct, stockpiles of which are rapidly accumulating worldwide.
Journal ArticleDOI

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

Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil

TL;DR: In this article, the impact of a wetting and drying path on the swelling/shrinkage of a compacted lime-treated expansive clayey soil both at the macro- and micro-scales was examined.
References
More filters
Journal ArticleDOI

Microstructure of a compacted silt

TL;DR: In this paper, a qualitative and quantitative study of the microstructure of a compacted silt, carried out using a scanning electron microscope and mercury intrusion pore size distribution was presented.
Journal Article

A quick test to determine lime requirements for lime stabilization

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

Stabilization of Pavement Subgrades and Base Courses with Lime

TL;DR: In this article, the authors provide a reference on the state of the art in lime stabilization of subgrade soils, subbases and base courses used primarily in roadway and airfield construction.
Journal ArticleDOI

Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil

TL;DR: In this article, the impact of cyclic wetting and drying on swelling behavior of lime-stabilized clayey soils has been investigated, and the results showed that the initial effect of lime stabilization was lost after the first cycle and the swelling potential increased at the subsequent cycles.