Shear Strength Characteristics Of Compacted Fill Material Under Ponding Condition/
To determine the shear strength parameter of the fill embankment with different moisture content. To utilize the shear strength parameter with different moisture content in a slope stability analysis (limit equilibrium analysis) in embankment construction.
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| Corporate Author: | |
| Format: | Thesis Book |
| Language: | English |
| Published: |
Perlis, Malaysia :
School of Environmental Engineering, University Malaysia Perlis,
2016
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| Subjects: | |
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| LEADER | 01411nmm a2200313 i 4500 | ||
|---|---|---|---|
| 001 | on1337515761 | ||
| 003 | OCoLC | ||
| 005 | 20220729102735.0 | ||
| 008 | 220728s2016 my fq d eng d | ||
| 040 | |a MYPMP |b eng |e rda |c MYPMP | ||
| 035 | |a (OCoLC)1337515761 | ||
| 090 | 0 | 0 | |a TA170 |b T161 2016 |
| 049 | |a MYPA | ||
| 100 | 0 | |a Tan, Yu Zhe. | |
| 245 | 1 | 0 | |a Shear Strength Characteristics Of Compacted Fill Material Under Ponding Condition/ |c Tan Yu Zhe. |
| 264 | 1 | |a Perlis, Malaysia : |b School of Environmental Engineering, University Malaysia Perlis, |c 2016 | |
| 300 | |a 1 CD-ROM ; |c 12 cm | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a computer disc |b cd |2 rdacarrier | ||
| 502 | |a Final Year Project (Degree)--University Malaysia Perlis, 2015 | ||
| 520 | |a To determine the shear strength parameter of the fill embankment with different moisture content. To utilize the shear strength parameter with different moisture content in a slope stability analysis (limit equilibrium analysis) in embankment construction. | ||
| 650 | 0 | |a Environmental engineering. | |
| 710 | 2 | |a Universiti Malaysia Perlis. | |
| 720 | 1 | |a Mohd Asri Bin Abdul Rahim, |c supervisor. | |
| 942 | |2 lcc |c CD-FYP | ||
| 994 | |a C0 |b MYPMP | ||
| 999 | |c 101064 |d 101064 | ||
| 952 | |0 0 |1 0 |2 lcc |4 0 |6 TA0170 T161 02016 RB |7 0 |9 101761 |a PTSFP |b PTSFP |c 8 |d 2022-07-29 |l 0 |o TA170 T161 2016 rb |r 2022-07-29 |t 1 |w 2022-07-29 |y CD-FYP | ||