| 000 | 02569nam a2200277 a 4500 | ||
|---|---|---|---|
| 001 | vtls000045997 | ||
| 003 | KUKTEM | ||
| 005 | 20251114204429.0 | ||
| 008 | 100607t2009 my da f m 000 0 eng d | ||
| 020 | _aTHE0002895(Local) | ||
| 039 | 9 |
_a201905131555 _bzul _c201107132323 _dVLOAD _c201006101212 _dida _c201006071021 _dida _y201006070935 _zida |
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| 040 | _aUMP | ||
| 090 | _aTA710.5 .I34 2009 rs Bc. | ||
| 100 | 0 | _aMohd Ikhwan Ab Kadir | |
| 245 | 1 | 0 |
_aLong term consolidation study on tropical peta at Pekan, Pahang, Malaysia / _cMohd Ikhwan Bin Ab Kadir |
| 246 | 3 |
_aLong term consolidation study on tropical peta at Pekan, Pahang, Malaysia _h[electronic resource] |
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| 260 |
_aKuantan, Pahang : _bUMP, _c2009 |
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| 300 |
_axix, 87 p. : _bill. ; _c30 cm. + _e1 computer disc |
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| 502 | _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2009 | ||
| 504 | _aBibliography : p. 71-73 | ||
| 520 | 3 | _aPeats are formed by disintegration of plant and organic matters. In Malaysia, the area covered by peat deposit is about 3 million hectares or 8% of the total area of Malaysia. Peat has high compressive deformation, very high void ratio and water content and has low shear strength. It is widely regarded as a problematic soil since it poses serious problems in construction due to its long-term consolidation settlements even when subjected to a moderate load. Construction over peat will be subjected to massive primary and long term secondary and even tertiary settlement. This study will be conducted to gain a better understanding about the long term consolidation on tropical peat soil of East Coast of Peninsula Malaysia. The study will focused on the analysis of consolidation behavior of peat soil based on the time-deformation curve obtained from Oedometer Test. Based on this test, we can determine the consolidation time so that we can predict how long the time taken by the soil to settle. In the determination of consolidation time, the first thing we need to know is the consolidation coefficient value and this value may be obtained from Oedometer Test. It was expected that the value of settlement is high since peat is very soft and easily compressed. The study of the long term consolidation of peat soil is important to predict the amount of settlement that will occur to the peat soil in a long time period. | |
| 650 | 0 | _aSoil mechanics | |
| 650 | 0 |
_aPeat soils _xTesting |
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| 650 | 0 | _aShear strength of soils | |
| 999 |
_aVIRTUA40 _c1889 _d1895 |
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