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...
Saved in:
Main Author: | RAHDIANATA, DEDI |
---|---|
Format: | Theses |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/60912 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
ANALYSIS OF ELASTIC PROPERTIES OF UNIDIRECTIONAL CARBON FIBER REINFORCED COMPOSITE USING MICROMECHANICAL FINITE ELEMENT MODELING
by: KHOLISH RUMAYSHAH, KHODIJAH -
UPPER MIDDLE CLASS APARTMENT KUNINGAN JAKARTA
by: Nurfaldi, Muhammad -
DESIGN OF SLOPE REINFORCEMENT WITH âREINFORCED GABIONâ AND âSOIL NAILINGâ
by: Borkat -
Rural Transit Needs to Accommodate Passengers Trip (Case Study: Kuningan Regency)
by: Sekar Tanjung, Adinda -
EVALUATION AND TREATMENT OF NOISE IN LIGHT RAILWAY TRANSIT FLOOR BASED ON WAVEGUIDE FINITE ELEMENT - BOUNDARY ELEMENT METHOD
by: Khairin Nisa, Ainil