The efficiency of typical chemical and mechanical soil stabilization techniques in mitigating the swelling problem of an expansive soil is investigated through a comprehensive experimental study. Chemical stabilization was generated by traditional agents consisting of lime and cement, and by a commercially branded polymer (CBR PLUS). Mechanical stabilization was applied by means of fiber-reinforcement and swell–shrink cycles. Chemically-treated and fiber-reinforced soil samples were tested for swelling potential in a conventional oedometer apparatus; while swell–shrink cycles were applied using a modified temperature-controlled oedometer. Swell–shrink cycles were applied under room temperature for wetting cycles while the drying process was...
Significant damage and distortions in the supporting structures are caused due to the volume fluctua...
Lime stabilization prevails to be the most widely adopted in situ stabilization method for controlli...
Abstract: The existence of expansive soils in the study area that undergo swelling and shrinkage whe...
The type of soil known as expansive soil is capable of changing its volume through swelling and cont...
abstract: Expansive soils in the United States cause extensive damage to roadways, buildings, and va...
Problematic soils such as swelling/shrinking soil are widespread in the Middle East and worldwide. T...
Present study makes three contributions to the literature of expansive soils: (i) it proposes equati...
Current research main aim is to study the effect of adding polypropylene fiber (PPF) on the behavior...
Expansive soils are characterized by volumetric changes caused by variations in moisture. They can c...
This paper introduces new soil stabilisers for reducing the swelling potential of expansive soils. I...
This paper assesses comparatively the performance of a number of innovative soil stabilisers for the...
In this article, synthetic fibres in the presence of lime stabilisation are proposed as an alternati...
In this article, synthetic fibres in the presence of lime stabilisation are proposed as an alternati...
Expansive soils are a worldwide problem especially in the regions where climate is arid or semi arid...
Volume change of expansive soils is a challenging issue, which affects various engineering structure...
Significant damage and distortions in the supporting structures are caused due to the volume fluctua...
Lime stabilization prevails to be the most widely adopted in situ stabilization method for controlli...
Abstract: The existence of expansive soils in the study area that undergo swelling and shrinkage whe...
The type of soil known as expansive soil is capable of changing its volume through swelling and cont...
abstract: Expansive soils in the United States cause extensive damage to roadways, buildings, and va...
Problematic soils such as swelling/shrinking soil are widespread in the Middle East and worldwide. T...
Present study makes three contributions to the literature of expansive soils: (i) it proposes equati...
Current research main aim is to study the effect of adding polypropylene fiber (PPF) on the behavior...
Expansive soils are characterized by volumetric changes caused by variations in moisture. They can c...
This paper introduces new soil stabilisers for reducing the swelling potential of expansive soils. I...
This paper assesses comparatively the performance of a number of innovative soil stabilisers for the...
In this article, synthetic fibres in the presence of lime stabilisation are proposed as an alternati...
In this article, synthetic fibres in the presence of lime stabilisation are proposed as an alternati...
Expansive soils are a worldwide problem especially in the regions where climate is arid or semi arid...
Volume change of expansive soils is a challenging issue, which affects various engineering structure...
Significant damage and distortions in the supporting structures are caused due to the volume fluctua...
Lime stabilization prevails to be the most widely adopted in situ stabilization method for controlli...
Abstract: The existence of expansive soils in the study area that undergo swelling and shrinkage whe...