| 000 | 02727ntm a2200289 a 4500 | ||
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| 001 | vtls000098154 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113334.0 | ||
| 008 | 161124s2016 my a f abm 000 0 eng d | ||
| 020 | _aTHE0000351(Local) | ||
| 039 | 9 |
_a201905141729 _bnazirah _c201712261207 _dnazri _y201611241239 _zsaini |
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| 040 | _aUMP | ||
| 090 | _aFKASA .C434 2016 r Bc. | ||
| 100 | 0 | _aCecelia Linggang | |
| 245 | 1 | 0 |
_aPerformance of modified sampling technique in reducing disturbance on peat soil sample / _cCecelia Anak Linggang |
| 260 |
_aKuantan, Pahang : _bUMP, _c2016 |
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| 300 |
_axv, 73 p. : _bill. (some col.), maps (some col.) ; _c30 cm. + _e1 CD-ROM |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 | ||
| 504 | _aBibliography : p. 56-59 | ||
| 520 | 3 | _aPeat soil was known as one of the most problematic soil in the construction industry. It has excessive moisture content, with high compressibility making it unsuitable for any type of foundation. In order to deal with the current urban land scarcity for development, geotechnical engineers have been challenged to design foundations in marginalized soil including peat. Hence a good sampling technique was necessary to accurately estimate soil properties and the strength to design suitable foundations on peat. The main objective of this study is to measure the performance of modified peat sampler in reducing disturbances on peat soil during sampling work. There are two types of sampler used to obtain the undisturbed peat soil sample which was Tropiter and conventional tube sampler. Peat soil sample was obtained from Pekan, Pahang at the depth of 300 mm using conventional as well as the modified sampler for comparison. The degree of disturbance in Tropiter (23%) was less than the conventional tube sampler (37.33%). Laboratory tests conducted on samples obtained from these samplers were compared with the existing field data from literature. Based on the result obtained, the sample was classified as H3 which is sapric peat with 33.24% organic content and 30.54% of fiber content. The moisture content is 362.12%. The specific gravity and unit weight is 1.91 and 12.82 𝑘𝑘/𝑚3 respectively. The liquid limit of the peat soil is quite high which was 166.7% with pH value of 4.4. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_u http://ecollib.ump.edu.my/id/eprint/4028 _zAccess in library only |
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_aVIRTUA40 _c7002 _d7008 |
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