000			02590nam a2200241 a 4500
001			vtls000029841
003			KUKTEM
005			20251114204415.0
008			080630s2007 my f 001 0 eng|d
020			_aTHE0002921(Local)
039		9	_a201905131616 _bzul _c201107132240 _dVLOAD _c200908141454 _dVLOAD _c200908141425 _dVLOAD _y200806301606 _zfara
040			_aUMP
090			_aTA749 .S93 2007 rs Thesis
100	0		_aSyaiful Izman Bahrun
245	1	0	_aLaboratory test to determine the suitability of soil for backfill / _cSyaiful Izman bin Bahrun
260			_aKuantan, Pahang : _bUMP, _c2007
300			_axiv, 91 p. : _bcol. ill. ; _c30 cm.
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520	3		_aBackfill is a part of major activities on earthwork especially in civil engineering work. Usually, it was carried out after excavation work or cut and fill process to obtain the proposed ground level (PGL) needed for the construction. The example of backfill work is such as in ground foundation and retaining wall construction. The criteria for backfill work such as material used and cost must be taken into consideration. In general, the presence of fmes material in the backfill area indicates the potential for long-term settlement. The analysis of laboratory assessment results are used to determine the soil classification in accordance to British Soil Classification System (BSCS) and also the suitability of soil for backfill according to specification stated on Jabatan Kerja Raya (JKR). In this project, three fme soil samples were used and labeled as soil sample A, B, and C. Each sample was taken at Jalan Persekutuan 2, KM 19, KM 25, and KM 35 Jalan Pekan to Kuantan respectively. This soil samples tested at the laboratory in accordance to BS 1377: 1990:Part 2 for soil classification. All the results obtained from the laboratory test will be referred to BS 5930 for classification purposes and also JKR specification for determining the suitability of the soil sample for backfill. The soils sample A, B, and C was classified as sandy SILT of high plasticity, sandy CLAY of high plasticity, and organic sandy SILT of high plasticity respectively. Meanwhile for the suitability for backfill, only soil sample A and B suitable for backfill. Soil sample C containing large amounts of roots, grass and other vegetable matter make it unsuitable for backfill. -Author
650		0	_aSoil stabilization
650		0	_aEarthwork
999			_aVIRTUA40 _c1514 _d1520
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992