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The effects of contamination and subsequent remediation on the engineering properties of the soil / Nassri bin Gudi

By: Nazzri bin Gudi [author]Contributor(s): Dr Soon Jiann Tan [Supervisor]Material type: TextTextPublication details: Brunei Darussalam: Universiti Teknologi Brunei, ©2016. Description: iv, 53 pages : illustrations ; 30 cm 1 CD RomSubject(s): -- Dissertation Universiti Teknologi Brunei | Brunei Darussalam -- soil | Brunei Daraussalam -- soil characteristics and strengthOther classification: UTB 120 REPORT THESIS & DISSERTATION | RTDS 145 Dissertation note: Dissertation (Degree) - Universiti Teknologi Brunei Summary: This project investigates the effects of contaminated and subsequent remediation to the engineering properties of a soil focusing on the critical state parameters. Several laboratory tests have been done to identify the changes in characteristics and strength of the recycled, natural and mix soil. In achieving the critical state, sieve analysis, oven drying and direct shear test were done and all the required critical state, sieve analyzed thoroughly in this report. The results shows there are differences in soil properties between the three soils samples, ... the soil parameters could be computed into soil modeling and it is expected theoretically recycled sample has higher strength than natural sand sample.
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Item type Current library Call number Status Notes Date due Barcode
Reports, Thesis & Dissertation Students Reports, Thesis & Dissertation Students Universiti Teknologi Brunei Library
- at level 2
UTB 120 REPORT, THESIS & DISSERTATION, RTDS 145 (Browse shelf(Opens below)) Not for loan Reg. no. 001784_UTB [RTDS 145] 828619
Report. Thesis & Desertation Students - Media Report. Thesis & Desertation Students - Media Universiti Teknologi Brunei Library
- at level 2
UTB 120 REPORT, THESIS & DISSERTATION, RTDS CD 3 (Browse shelf(Opens below)) Available RTDS CD 3_UTB 828639

Dissertation submitted to Universiti Teknologi Brunei in partial fulfilment requirements for the Degree of Bachelor of Engineering

ABSTRACT
This project investigates the effects of contaminated and subsequent remediation to the engineering properties of a soil focusing on the critical state parameters. Several laboratory tests have been done to identify the changes in characteristics and strength of the recycled, natural and mix soil. In achieving the critical state, sieve analysis, oven drying and direct shear test were done and all the required critical state are analyzed thoroughly in this report. The results shows there are differences in soil properties between the three soil samples, which mainly cause by the heat treatment. During the whole experiments, the inconsistency in results made the studies quite difficult and it have been identified one of the major contribution to the failure is the sand sensitivity. Thus, several number of tests were repeated to achieve a better results and the density of test is shown in scope of work section. All the required soil parameters (2, and M) are presented and discussed. In conclusion, all the soil specimen are to be compared from the soil parameters finalized and for future project the soil parameters could be computed into soil modeling and it is expected theoretically recycled sample has higher strength than natural sand sample.

Dissertation is available in CD and is not for loan or reference use

Dissertation (Degree) - Universiti Teknologi Brunei

Includes bibliographical and appendices

This project investigates the effects of contaminated and subsequent remediation to the engineering properties of a soil focusing on the critical state parameters. Several laboratory tests have been done to identify the changes in characteristics and strength of the recycled, natural and mix soil. In achieving the critical state, sieve analysis, oven drying and direct shear test were done and all the required critical state, sieve analyzed thoroughly in this report. The results shows there are differences in soil properties between the three soils samples, ... the soil parameters could be computed into soil modeling and it is expected theoretically recycled sample has higher strength than natural sand sample.

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