| 000 | 02426nam a2200265 a 4500 | ||
|---|---|---|---|
| 001 | vtls000046064 | ||
| 003 | KUKTEM | ||
| 005 | 20251114204409.0 | ||
| 008 | 100609t2009 my da f m 000 0 eng d | ||
| 020 | _aTHE0002902(Local) | ||
| 039 | 9 |
_a201905131559 _bzul _c201107132208 _dVLOAD _y201006090922 _zida |
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| 040 | _aUMP | ||
| 090 | _aTA710.5 .W37 2009 rs Bc. | ||
| 100 | 0 | _aWartini Warni | |
| 245 | 1 | 0 |
_aComparison between Gambang residual soil and Bentong residual soil in terms of collapsibility / _cWartini Binti Warni |
| 246 | 3 |
_aComparison between Gambang residual soil and Bentong residual soil in terms of collapsibility _h[electronic resource] |
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| 260 |
_aKuantan, Pahang : _bUMP, _c2009 |
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| 300 |
_axix, 86 p. : _bill. (some col.) ; _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 | _aResidual soils are products of chemical weathering and thus their characteristics are dependent upon environmental factors of climate, parent material, topography and drainage, and age. Residual soils with extensive weathering of parent materials can yield collapsible soil deposits. Nowadays, most of tragedy that cause by collapsibility of residual soil occurs very extensively, for example the incident at Bukit Antarabangsa which occurred at the end of the year 2008. This tragedy happened because Malaysia is in the tropical climate area and its land is covered by more than 80 percent of residual granite and sedimentary rock soil. These types of soil have high possibility to collapse when wetted. The purpose of this study is to examine the collapsibility of Gambang residual soil in Pahang area, which is compared with Bentong residual soil in terms of collapsibility. The oedometer consolidation test is used to determine the consolidation parameters of soil. The testing give result both the residual soil in Gambang and Bentong have significant different on collapse potential. The influence of the particle size distribution, void ratio and density on the collapsibility of soil also has been compared. Determination of collapsibility of residual soil will be one of the best implementation and important in the future. | |
| 650 | 0 | _aSoil mechanics | |
| 650 | 0 |
_aSoils _xTesting |
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| 999 |
_aVIRTUA40 _c1322 _d1328 |
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