Stress-strain behavior of concrete used in bored pile | |
| Author | Wai LU Zaw |
| Call Number | AIT Caps. Proj. no.CIE-16-15 |
| Subject(s) | Concrete--Stresses and strains Piling (Civil engineering) |
| 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-16-15 |
| Abstract | This study present on the strain-dependent secant modulus of concrete on bored pile in Myanmar. Four different kinds of concrete strength is tested to get the stress-strain curve by uniaxial compression test. The secant modulus is directly calculated from the stress-strain curve and plotted with the relative stain values. Whitestone Bridge are used to measure both of lateral and axial strains. The relationship between secant modulus and the axial stains are investigated on different design strength of concrete. The axial strain value is up to 200 which is the maximum strain value of pile test conducted in Myanmar for this project. |
| Year | 2016 |
| Corresponding Series Added Entry | Asian Institute of Technology. Caps. Proj. ; no. CIE-16-15 |
| 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) | Thanakorn Pheeraphan; |
| Examination Committee(s) | Tian Ho Seah; |
| Degree | Capstone Project (B.Sc.)-Asian Institute of Technology, 2016 |