Cover Image

STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION

Excessive effluent ammonia limits the potential ground improvement applications of the Microbially Induced Calcite Precipitation (MICP) process due to its harmful environmental consequences. Alternatively, innocuous biopolymers are being researched for strengthening soils, but their hydrophilic natu...

Full description

Saved in:
Bibliographic Details
Main Author: ASHRAF, MUHAMMAD SOHAIL
Format: Thesis
Language:English
Published: 2020
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/id/eprint/20485/1/Muhammad%20Sohail%20Ashraf_G03556.pdf
http://utpedia.utp.edu.my/id/eprint/20485/
Tags: Add Tag
No Tags, Be the first to tag this record!
id oai:utpedia.utp.edu.my:20485
record_format eprints
spelling oai:utpedia.utp.edu.my:204852024-07-25T06:14:38Z http://utpedia.utp.edu.my/id/eprint/20485/ STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION ASHRAF, MUHAMMAD SOHAIL TA Engineering (General). Civil engineering (General) Excessive effluent ammonia limits the potential ground improvement applications of the Microbially Induced Calcite Precipitation (MICP) process due to its harmful environmental consequences. Alternatively, innocuous biopolymers are being researched for strengthening soils, but their hydrophilic nature reduces their ground improvement potential overtime. This research not only optimized the current MICP process (by reducing the excessive effluent ammonia) for strengthening coastal sand deposits by using sea water but also conducted the first laboratory scale study of using gellan gum biopolymer for strengthening these sands using sea water. Statistically optimized trials of MICP treatment were developed by using Response Surface Methodology (RSM) for the treatment of sand columns. The Unconfined Compressive Strength (UCS) results of these treated columns were fed into the developed statistical model for further optimization of influent concentrations (urea = 0.01 M  0.10 M; CaCl2= 0.00 M  0.05 M). 2020-12 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/id/eprint/20485/1/Muhammad%20Sohail%20Ashraf_G03556.pdf ASHRAF, MUHAMMAD SOHAIL (2020) STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION. Masters thesis, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
ASHRAF, MUHAMMAD SOHAIL
STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
description Excessive effluent ammonia limits the potential ground improvement applications of the Microbially Induced Calcite Precipitation (MICP) process due to its harmful environmental consequences. Alternatively, innocuous biopolymers are being researched for strengthening soils, but their hydrophilic nature reduces their ground improvement potential overtime. This research not only optimized the current MICP process (by reducing the excessive effluent ammonia) for strengthening coastal sand deposits by using sea water but also conducted the first laboratory scale study of using gellan gum biopolymer for strengthening these sands using sea water. Statistically optimized trials of MICP treatment were developed by using Response Surface Methodology (RSM) for the treatment of sand columns. The Unconfined Compressive Strength (UCS) results of these treated columns were fed into the developed statistical model for further optimization of influent concentrations (urea = 0.01 M  0.10 M; CaCl2= 0.00 M  0.05 M).
format Thesis
author ASHRAF, MUHAMMAD SOHAIL
author_facet ASHRAF, MUHAMMAD SOHAIL
author_sort ASHRAF, MUHAMMAD SOHAIL
title STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
title_short STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
title_full STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
title_fullStr STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
title_full_unstemmed STRENGTHENING OF COASTAL SANDS BY USING GELLAN GUM AND OPTIMIZED MICROBIALLY INDUCED CALCITE PRECIPITATION
title_sort strengthening of coastal sands by using gellan gum and optimized microbially induced calcite precipitation
publishDate 2020
url http://utpedia.utp.edu.my/id/eprint/20485/1/Muhammad%20Sohail%20Ashraf_G03556.pdf
http://utpedia.utp.edu.my/id/eprint/20485/
_version_ 1805891010113306624
score 13.211869

Similar Items