000			02595nam a2200241 a 4500
001			vtls000029650
003			KUKTEM
005			20251114204415.0
008			080624s2007 my f 001 0 eng|d
020			_aTHE0002849(Local)
039		9	_a201905131518 _bzul _c201107132240 _dVLOAD _c200908141452 _dVLOAD _c200908141423 _dVLOAD _y200806241613 _zfara
040			_aUMP
090			_aTA709.5 .A23 2007 rs Thesis
100	0		_aAbdul Razak Abdul Hamid
245	1	0	_aDetermination of consolidation settlement for soft soil at Pekan, Pahang / _cAbdul Razak bin Abdul Hamid
260			_aKuantan, Pahang : _bUMP, _c2007
300			_axv, 94 p. : _bcol. ill. ; _c30 cm.
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520	3		_aConsolidation is a process which soils decreases in volume. It occurs when stress is applied to a soil that causes the soil particles to pack together more tightly, therefore reducing volume. Other than that, every type of soils has their own settlements. The major factors that influence settlement is soil permeability, soil drainage, load to be placed on the soil and water table. The effected of soil settlements causing building to crack, road will be damage, tree collapse and so on. This project to determine consolidation settlement within 90% degree of consolidation and it's estimation of time for settlement in soft soil calculations. Selection for the location of conducted an experiment of soft soils is at upgrading Federal Road 3 from Kuantan (KM9) to Pekan (KM46), Pahang Daml Makmur. The apparatus used an experiment is Oedometer Test. Program used in the oedemeter test is DS7 and the method used to determine the time is square root. This apparatus can give the value of the soil settlement based on the calculation been made. Besides that, the highest value of preconsolidation pressure (Pc) is 100 kPa can be obtained from the experiment graph void ratio (e) versus pressure. Results from the analysis showed that the highest consolidation settlement is 56.12mm meanwhile the lowest consolidation settlement is 25.5mm. Then, the value highest time to reach 90% degree for consolidation settlement is 2.75 years and lowest is 0.08 years. The value consolidation settlement and time to reach 90% degree of consolidation settlement can be used to predict the settlement for the soil that can predict the cause impact to the structure. -Author
650		0	_aSoil consolidation
650		0	_aSoil stabilization
999			_aVIRTUA40 _c1510 _d1516
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992