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Stabilization of Sediment Soil by Alccofine and Geogrid

Manoharan, Shimna / Shashinaga, C. / Pradeepa, U. / Pavana Kumara, P. R.

The main objective of this work is to study the engineering characteristics of sediment soil. The sediment soil is having poor CBR value and is porous and loamy in nature. This property of sediment soil poses problems worldwide that serves as challenge to overcome, for the geotechnical engineers. The aim of this project is to stabilize the sediment soil using different percentages of the stabilizer, i.e., Alccofine 1108SR, and to check for which percentage of the stabilizer added will be the maximum strength gained with the aid of geogrid (biaxial-type geogrid) as reinforcement and also to improve the overall engineering properties of the sediment soil. The results will be then compared with the standard ratio of soil without any stabilizing agent and reinforcement.

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Stabilization of Sediment Soil by Alccofine and Geogrid

Manoharan, Shimna / Shashinaga, C. / Pradeepa, U. / Pavana Kumara, P. R.

The main objective of this work is to study the engineering characteristics of sediment soil. The sediment soil is having poor CBR value and is porous and loamy in nature. This property of sediment soil poses problems worldwide that serves as challenge to overcome, for the geotechnical engineers. The aim of this project is to stabilize the sediment soil using different percentages of the stabilizer, i.e., Alccofine 1108SR, and to check for which percentage of the stabilizer added will be the maximum strength gained with the aid of geogrid (biaxial-type geogrid) as reinforcement and also to improve the overall engineering properties of the sediment soil. The results will be then compared with the standard ratio of soil without any stabilizing agent and reinforcement.

Stabilization of Sediment Soil by Alccofine and Geogrid

Manoharan, Shimna / Shashinaga, C. / Pradeepa, U. / Pavana Kumara, P. R.

The main objective of this work is to study the engineering characteristics of sediment soil. The sediment soil is having poor CBR value and is porous and loamy in nature. This property of sediment soil poses problems worldwide that serves as challenge to overcome, for the geotechnical engineers. The aim of this project is to stabilize the sediment soil using different percentages of the stabilizer, i.e., Alccofine 1108SR, and to check for which percentage of the stabilizer added will be the maximum strength gained with the aid of geogrid (biaxial-type geogrid) as reinforcement and also to improve the overall engineering properties of the sediment soil. The results will be then compared with the standard ratio of soil without any stabilizing agent and reinforcement.

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Title:

Stabilization of Sediment Soil by Alccofine and Geogrid

Additional title:

Lecture Notes in Civil Engineering

Contributors:

Patel, Satyajit (editor) / Solanki, C. H. (editor) / Reddy, Krishna R. (editor) / Shukla, Sanjay Kumar (editor) / Manoharan, Shimna (author) / Shashinaga, C. (author) / Pradeepa, U. (author) / Pavana Kumara, P. R. (author)

Published in:

Proceedings of the Indian Geotechnical Conference 2019 ; Chapter: 19 ; 219-226

Lecture Notes in Civil Engineering ; 136

Publication date:

2021-04-25

Size:

8 pages

ISBN:

978-981-33-6444-8 , 978-981-33-6443-1

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-981-33-6444-8_19

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Alccofine , Biaxial geogrid , Sediment soil , Unconfined compression strength Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Building Construction and Design , Soil Science & Conservation

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