Investigasi Numerik Perkerasan Jalan Sistem Pelat Terpaku terhadap Variasi Dimensi Struktur

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

[img]
Preview
Text
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
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

Actions (login required)

View Item View Item