Puri, Anas and Mildawati, Roza (2019) Investigasi Numerik Perkerasan Jalan Sistem Pelat Terpaku terhadap Variasi Dimensi Struktur. BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil, 7 (1). pp. 1-7. ISSN 2302-5891
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BENTANG _ Jurnal Vol 7 No 1-2019-Pui.pdf - Published Version Download (2MB) | Preview |
Abstract
An innovation in rigid pavement engineering was developed by using Nailed-slab Pavement System. In this case, the rigid pavement is reinforced by short micro piles underneath to increase the performance of pavement on soft subgrade. In this paper, numerical analysis results will be discussed. The analysis was done by using 3D nite element method. The diameter and length of piles were varied separately, including the slab thickness. The used materials properties were referred to Puri, et.al. (2015b). Results show that the variation in structural element dimensions inuences the slab deections. Slab deections tend to decrease by increasing the diameter and length of piles, also by increasing the slab thickness. Its were caused by increasing the stiffness of the Nailed-slab System.
| Item Type: | Article |
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| Uncontrolled Keywords: | rigid pavement, Nailed-slab System, soft clay, slab deection, micro piles |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | > Teknik Sipil |
| Depositing User: | Mia |
| Date Deposited: | 03 Jun 2021 05:41 |
| Last Modified: | 03 Jun 2021 05:41 |
| URI: | http://repository.uir.ac.id/id/eprint/2588 |
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