In order to combat issues related to expansive soils, chemical stabilization augmented with use of synthetic fibers is gaining focus in recent times. However, in most of these applications, the practicing field engineers face difficulty in selecting the right mix of fiber size, fiber dosage and stabilizer content. The decision becomes more typical, as the target is to achieve or enhance multiple geotechnical properties which differ with fiber dosage and stabilizer content based on governing mechanisms. Addressing these issues, in this study an attempt is made to present an approach for selecting fibre dosage and lime mix for a typical expansive semi-arid soil. In this article, the effect of randomly oriented polypropylene fiber inclusion in...
Volume change of expansive soils is a challenging issue, which affects various engineering structure...
Expansive soils are often encountered in many parts of the world, especially in arid and semi-arid f...
A clayey soil reinforced with commercially obtainable20 mm glass fiber of varying fiber content (fc ...
In order to combat issues related to expansive soils, chemical stabilization augmented with use of s...
In this article, synthetic fibers in the presence of lime stabilization are proposed as an alternati...
This paper evaluates the effectiveness of stabilizing expansive soil with two different types of fib...
Current research main aim is to study the effect of adding polypropylene fiber (PPF) on the behavior...
Expansive soils which create heave and shrinkage related distresses are considered to be extremely p...
This paper evaluates the effectiveness of stabilizing expansive soil with two different types of fib...
Expansive soils which are considered extremely problematic due to their potential to create swell an...
Use of synthetic fibers as reinforcement to stabilize expansive soils is gaining momentum. As a cont...
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...
Improvement of the Geotechnical properties of expansive soils by mixing Lime and Polypropylene Fiber...
Construction of pavement subgrades for roads and railways on black cotton soil (BC soil) is highly r...
Volume change of expansive soils is a challenging issue, which affects various engineering structure...
Expansive soils are often encountered in many parts of the world, especially in arid and semi-arid f...
A clayey soil reinforced with commercially obtainable20 mm glass fiber of varying fiber content (fc ...
In order to combat issues related to expansive soils, chemical stabilization augmented with use of s...
In this article, synthetic fibers in the presence of lime stabilization are proposed as an alternati...
This paper evaluates the effectiveness of stabilizing expansive soil with two different types of fib...
Current research main aim is to study the effect of adding polypropylene fiber (PPF) on the behavior...
Expansive soils which create heave and shrinkage related distresses are considered to be extremely p...
This paper evaluates the effectiveness of stabilizing expansive soil with two different types of fib...
Expansive soils which are considered extremely problematic due to their potential to create swell an...
Use of synthetic fibers as reinforcement to stabilize expansive soils is gaining momentum. As a cont...
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...
Improvement of the Geotechnical properties of expansive soils by mixing Lime and Polypropylene Fiber...
Construction of pavement subgrades for roads and railways on black cotton soil (BC soil) is highly r...
Volume change of expansive soils is a challenging issue, which affects various engineering structure...
Expansive soils are often encountered in many parts of the world, especially in arid and semi-arid f...
A clayey soil reinforced with commercially obtainable20 mm glass fiber of varying fiber content (fc ...