Hutabarat, Lolom Evalita (2001) Daya Dukung Pondasi Tiang Berdasarkan Analisis Peralihan Beban : Studi Kasus Di Surabaya. Jurnal Emas : Sains dan Teknologi (24). pp. 19-33. ISSN 0853 9723
|
Text
Daya Dukung Pondasi Tiang Pancang Berdasarkan Analisis Peralihan Beban (Studi Kasus di Surabaya).pdf Download (8MB) | Preview |
Abstract
Bearing capacity of pile foundation is the most important factor that has to be considered in the stage of design for constructions project. In many projects, bearing capacity design used for determining allowable working load of structure based from static analysis of shear strength parameters like cohesion ( c ) and internal friction angle () taken from laboratory testing, then examined with in situ loading test. Recently, another method that has been developed is based from load transfer mechanism on the pile-soil system to determine bearing capacity design that will be used for pile foundation.
| Item Type: | Article |
|---|---|
| Subjects: | TECHNOLOGY > Technology (General) > Industrial engineering. Management engineering > Applied mathematics. Quantitative methods > Operations research. Systems analysis TECHNOLOGY > Engineering (General). Civil engineering (General) TECHNOLOGY > Engineering (General). Civil engineering (General) > Engineering design TECHNOLOGY > Engineering (General). Civil engineering (General) > Engineering mathematics. Engineering analysis TECHNOLOGY > Building construction |
| Depositing User: | Ms Sari Mentari Simanjuntak |
| Date Deposited: | 16 Sep 2019 05:21 |
| Last Modified: | 16 Sep 2019 05:21 |
| URI: | http://repository.uki.ac.id/id/eprint/896 |
Actions (login required)
 |
View Item |
