Loading...
Please wait, while we are loading the content...
Similar Documents
Lateral bearing capacity analysis of pile foundation using a spring modelling system
| Content Provider | Scilit |
|---|---|
| Author | Propika, J. Lestari, L. L. Puspasari, A. D. |
| Copyright Year | 2021 |
| Description | Journal: Iop Conference Series: Materials Science and Engineering Pile foundations are often required to resist lateral loads and moments in addition to their primary use as axially loaded members. The interaction between material strength of axial, moment and shear against load capacity and soil interaction is the most important factors in the pile analysis. This study aims to obtain the lateral bearing capacity of pile foundation using a spring modelling system which will be calculated manually for the $K_{v}$ spring constant in the vertical direction and the $k_{h}$ coefficient in the horizontal direction using the Nakazawa method and SAP 2000 v14.2.5 program. The result shows that the maximum shear load and the maximum axial tensile load received by the pile is still within the allowable shear load and allowable axial tensile load capacity resulting from the manual calculation. However, the maximum axial compression load and maximum moment is exceeded its each allowable capacity. Hence, it is necessary to re-modelling by adding the depth or number of piles. |
| Related Links | https://iopscience.iop.org/article/10.1088/1757-899X/1010/1/012007/pdf |
| ISSN | 17578981 |
| e-ISSN | 1757899X |
| DOI | 10.1088/1757-899x/1010/1/012007 |
| Journal | Iop Conference Series: Materials Science and Engineering |
| Issue Number | 1 |
| Volume Number | 1010 |
| Language | English |
| Publisher | IOP Publishing |
| Publisher Date | 2021-01-01 |
| Access Restriction | Open |
| Subject Keyword | Journal: Iop Conference Series: Materials Science and Engineering Geological Engineering |
| Content Type | Text |
| Resource Type | Article |
