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| 001 | vtls000105639 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113411.0 | ||
| 008 | 190422t20182018my a f am 000 0 eng d | ||
| 020 | _aTHE0000393(Local) | ||
| 039 | 9 |
_a201905141808 _bnazirah _y201904221247 _znazri |
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| 040 |
_aUMP _beng _cUMP _erda |
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| 090 | _aFKASA .F374 2018 r Bc. | ||
| 100 | 0 |
_aFarhanis Amirah Ismail, _eauthor. |
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| 245 | 1 | 0 |
_aStrength of soft clay reinforced with 16mm crushed coconut shell column / _cFarhanis Amirah Ismail |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2018 |
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| 264 | 4 | _c© 2018 | |
| 300 |
_axiv, 103 pages : _billustrations (some color) ; _c30 cm. + _e1 CD-ROM |
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| 336 |
_atext _2rdacontent |
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_aunmediated _2rdamedia |
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_acomputer _2rdamedia |
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_avolume _2rdacarrier |
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_acomputer disc _2rdacarrier |
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_atext file _bPDF _2rda |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aStone column could be used as a ground improvement technique where a portion of soft soil is replaced with granular material such as stone or sand. The benefit of using stone columns in low strength soil has been proved as an efficient method to improve bearing capacity and reduce settlement of soft soils. This study was aimed to investigate the improvement in shear strength of soft clay by embedded with single crushed coconut shell column. This paper was done by determine the height penetration ratio of a single crushed coconut shell column on shear strength characteristics. Unconfined Compression Test (UCT) was conducted for 4 batch kaolin samples including control sample in order to determine the shear strength. The research variable are diameter and height of crushed coconut shell column which under a concept of critical length of column. The increment of shear strength by embedded with crushed coconut shell column are 22.19%, 12.50% and 6.32% with 10.24% area replacement ratio at column penetration ratio of 0.60, 0.80 and 1.00 respectively. From the result obtained, the relationship of the increment of shear strength with the various column penetration show different pattern. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and colleges _xDisertations |
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| 650 | 0 | _aTheses | |
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