000			02968nam a22002777a 4500
008			230404b2016 bx a|||g abm| 000 0 eng d
040			_aUniversiti Teknologi Brunei _beng _cUniversiti Teknologi Brunei
084			_aUTB 120 REPORT THESIS & DISSERTATION _aUTB 146
100			_aHairul Hasmi bin Muhammad Haskani _eauthor
245	1	4	_aThe Effects of Contamination and Subsequent Remediation the Engineering Properties of the Soil / _cHairul Hazmi bin Muhammad Haskani.
260			_a Brunei Darussalam : _b Universiti Teknologi Brunei, _c© 2016.
300			_a56 pages _billustration _c30 cm _e1 CD-Rom
500			_aDissertation submitted to Universiti Teknologi Brunei in partial fulfilment of the requirements for the degree of Bachelor of Engineering
500			_aABSTRACT This project explore the effects of contamination and subsequent remediation to the engineering properties especially the critical state parameters of the soil samples. Several laboratory tests have been conducted in order to identify the differences between the characteristics and strength of the recycled soil, natural soil and a mixed soil. For this investigation, the tests conducted comprised of oven drying, sieve analysis and direct shear test. Moisture content in the three soil samples are minimal and the soil grading remain consistent found in previous researches. During direct shear test, the three samples are divided into a number of specimens to measure the strength behavior for different loadings. The strength test conducted have the most difficulties especially in the consistency of data. Nevertheless, it was found that the strength in recycled sample is higher than the natural soil due to several possible reasons such as chemical content, additional adhesion and presents of ashes etc. The outcomes is then compared with other researchers that have done similar problems to show reliability of the results obtained. The previous preliminary report mention conducting triaxial test to measure the strength of the soil samples. However due to unavoidable circumstances in the laboratory equipment, the triaxial test was not done and focuses more onto conducting direct shear test. These comparisons were made to determine the suitability for construction purposes especially for the recycled sample.
500			_aDissertation is available in CD and is not for loan or reference use
502			_aDissertation (Degree) - Universiti Teknologi Brunei (2016)
504			_aIncludes bibliographical and appendicies
610		4	_aUniversiti Teknologi Brunei _vDissertation
650		4	_aProperties of Soil _zBrunei Darussalam
700	1		_cDr _eSupervisor _aSoon Jiann Tan
942			_2lc _cRTDS
998			_eReports, Thesis & Dissertation _s828620 :001705 c.1_UTB _xDonated
998			_eCD-ROM _s828640: CD No. RTDS CD 4 UTB
999			_c20513 _d20513