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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...

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書誌詳細
第一著者:	ASHRAF, MUHAMMAD SOHAIL
フォーマット:	学位論文
言語:	English
出版事項:	2020
主題:	TA Engineering (General). Civil engineering (General)
オンライン･アクセス:	http://utpedia.utp.edu.my/id/eprint/20485/1/Muhammad%20Sohail%20Ashraf_G03556.pdf http://utpedia.utp.edu.my/id/eprint/20485/
タグ:	タグ追加タグなし, このレコードへの初めてのタグを付けませんか!

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