Sensitivity of soil Resistance parameters to signal matching by case pile wave analysis program (CAPWAP) | |
| Author | Elikewela, Lakshan Bandara |
| Call Number | AIT Caps. Proj. no.CIE-16-22 |
| Subject(s) | Strains and stresses--Analysis Soil mechanics--Mathematics |
| Note | A capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil And Infrastructure Engineering, School of Engineering and Technology |
| Publisher | Asian Institute of Technology |
| Series Statement | Caps. Proj. ; no. CIE-16-22 |
| Abstract | This paper focuses on the procedure of developing a soil model for a given case study using CAPWAP software with the use of inputs from PDA. In addition a sensitivity check for the soil resistance parameters namely Case Damping Factor, Smith Damping values and Average Quake on The Match Quality number will be carried out in order to develop a better understanding for these unusual CAPWAP soil model parameters and their effects on the final results. The knowledge gap is fulfilled by the understanding of the CASE pile analysis method used to function PDA, and the Signal matching procedure which is the main tool of CAPWAP. The High Strain Dynamic testing of deep foundation procedure which is standardized by ASTM D4945 will also be a part of this knowledge gap. |
| Year | 2016 |
| Corresponding Series Added Entry | Asian Institute of Technology. Caps. Proj. ; no. CIE-16-22 |
| Type | Capstone Project |
| School | School of Engineering and Technology (SET) |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Civil and Infrastructure Engineering (CIE) |
| Chairperson(s) | Noppadol Pein-wej; |
| Examination Committee(s) | Tian Ho Seah; |
| Degree | Capstone Project (B.Sc.)-Asian Institute of Technology, 2016 |