Three dimensional non linear finite element analysis of laterally loaded single pile in soft clay /
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| Main Author: | |
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| Format: | Thesis Book |
| Language: | English |
| Published: |
2009.
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| LEADER | 01217cam a2200301 a 4500 | ||
|---|---|---|---|
| 001 | u805815 | ||
| 003 | SIRSI | ||
| 005 | 201012281428 | ||
| 008 | 101228s2009 my a t 000 0 eng m | ||
| 040 | |a UMM |d UMJ | ||
| 090 | |a TA145 |b UM 2009 Ras | ||
| 097 | |a TA145 |b UM 2009 Ras | ||
| 100 | 1 | |a Rasheed, Oday A. | |
| 245 | 1 | 0 | |a Three dimensional non linear finite element analysis of laterally loaded single pile in soft clay / |c Oday A. Rasheed. |
| 260 | |c 2009. | ||
| 300 | |a [5] xiii, 120 [46] leaves : |b ill. ; |c 30 cm. | ||
| 502 | |a Dissertation (M.Eng.) -- Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya, 2010. | ||
| 504 | |a Bibliography: leaves 116-120. | ||
| 650 | 0 | |a Soil-structure interaction. | |
| 650 | 0 | |a Lateral loads |x Measurement. | |
| 650 | 0 | |a Piling (Civil engineering). | |
| 650 | 0 | |a Strains and stresses |x Mathematical models. | |
| 650 | 0 | |a Soil dynamics |x Mathematical models. | |
| 710 | 2 | 0 | |a Universiti Malaya. |b Jabatan Kejuruteraan Awam. |
| 900 | |a SMS-ZA | ||
| 596 | |a 1 7 | ||
| 999 | |a TA145 UM 2009 RAS |w LC |c 1 |i A514334183 |d 28/3/2011 |f 28/3/2011 |g 1 |l STACKS |m P01UTAMA |r Y |s Y |t TESIS |u 24/3/2011 | ||
| 999 | |a TA145 UM 2009 RAS |w LC |c 1 |i A510821355 |l STACKS |m P07JURUTER |r Y |s Y |t TESIS |u 10/6/2011 | ||