ANALYSIS OF CONSOLIDATION SETTLEMENT USING ANALYTICAL, NUMERICAL METHODS AND FIELD OBSERVATIONS. CASE STUDY : CONSTRUCTON OF INDRAPURA KISARAN TOL ROAD SECTION 1 STA 111+505 UNTIL STA 112+300
One of the most common occurred challenges on highway construction projects is the structural embankment that lies above soft soil surface, causing the problems such as long-term settlement, unstable embankment slope, and low subgrade bearing capacity. Proper and suitable soil improvement techniq...
Saved in:
Main Author: | Pramudia Novada, Fery |
---|---|
Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/85425 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
STABILITY ANALYSIS FOR RAILWAY TUNNEL XYZ AT STA 359+433 UNTIL STA 359+427 WITH FINITE ELEMENT METHOD
by: Muhammad Riski Afdol - NIM : 12114024, -
STABILIZATION ANALYSIS OF XYZ RAILWAY TUNNEL INLET SECTION AT STA 359+408 UNTIL STA 359+415 USING THE FINITE ELEMENT METHOD
by: ALIM KADIR - 12114076 , NUR -
Tahanan Sta. Luisa: Our home, our hope. An organizational video for Tahanan, Sta. Luisa
by: Bagatsing, Zoe Isabel Q., et al.
Published: (2013) -
EVALUATION AND DESIGN PLANNING OF THE BALIKPAPAN - SAMARINDA TOLL ROAD SECTION 1 (STA 4+000 - STA 10+000)
by: Alexander Benedict S, Joshua -
GEOMETRIC AND PAVEMENT DESIGN EVALUATION OF JAKARTA - CIKAMPEK II SELATAN TOLL ROAD (STA 18+400 - STA 31+200)
by: Al Imran, Farhan