STUDY OF THE BEHAVIOR OF SOIL NAILING REINFORCEMENT IN OPEN CUT ON LINGKAR TIMUR KUNINGAN STREET USING FINITE ELEMENT METHOD

This research studied the behavior of soil nailing reinforcement on the Lingkar Timur Kuningan Road project using the two-dimensional finite element method. Soil nailing is modeled with a geogrid, anchored, and embedded beam row (EBR) model with a combination of 10, 15, and 20 degrees slope varia...

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Bibliographic Details
Main Author: RAHDIANATA, DEDI
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/60912
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Institution: Institut Teknologi Bandung
Language: Indonesia

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