Loading...
Please wait, while we are loading the content...
Similar Documents
Analysis of Geometry Effect on Laterally-loaded Large Diameter Bored Pile Deflection in Soft Soil
| Content Provider | Scilit |
|---|---|
| Author | Tamara, K. Ilyas, T. |
| Copyright Year | 2019 |
| Description | Journal: Iop Conference Series: Materials Science and Engineering A bored pile is one of the foundation type widely used in construction because of its design flexibility. For a laterally-loaded bored pile, additional pile and pile cap play an important role in influencing the lateral capacity. Large diameter bored pile with a 3.5 m diameter then proposed to substitute group piles in order to simplify the construction method aiming the same capacity. This study examines laterally-loaded large diameter bored pile deflection on soft soil as parametric studies with different pile length of 7 m, 14 m, and 21 m. Thick soft soil layer interpreted through soil testing data at Ancol, North Jakarta with the domination of silt. A thorough analysis of this system is modelled using a three-dimensional numerical method, PLAXIS 3D Foundation using push-over analysis that the deflection of laterally-loaded foundation reaches its tolerable deflection according to Indonesian National Standardization (SNI). |
| Related Links | https://iopscience.iop.org/article/10.1088/1757-899X/652/1/012029/pdf |
| ISSN | 17578981 |
| e-ISSN | 1757899X |
| DOI | 10.1088/1757-899x/652/1/012029 |
| Journal | Iop Conference Series: Materials Science and Engineering |
| Issue Number | 1 |
| Volume Number | 652 |
| Language | English |
| Publisher | IOP Publishing |
| Publisher Date | 2019-10-01 |
| Access Restriction | Open |
| Subject Keyword | Journal: Iop Conference Series: Materials Science and Engineering Geological Engineering Bored Pile Laterally Loaded |
| Content Type | Text |
| Resource Type | Article |
