LIQUEFACTION POTENTIAL ANALYSIS BASED ON DETERMINISTIC SEISMIC HAZARD ANALYSIS AND N-SPT ON JOGJA - SOLO TOLL ROAD
efaction. Liquefaction is a phenomenon when the soil loses its bearing capacity and strength due to cyclic loading such as earthquake. The impact of liquefaction can result in significant losses and damage to infrastructure. Therefore, it is necessary to conduct a liquefaction potential analys...
Saved in:
Main Author: | Tiffany Pangaribuan, Myra |
---|---|
Format: | Final Project |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/79347 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
SEISMIC HAZARD ANALYSIS AND AMPLIFICATION FOR LIQUEFACTION CHARACTERIZATION ON VOLCANIC DEPOSITS OF YOUNG MERAPI VOLCANO AT BANTUL REGENCY, YOGYAKARTA PROVINCE
by: WIRA BUANA, TAUFIQ -
LIQUEFACTION HAZARD ANALYSIS IN RELATION TO INFRASTRUCTURE DEVELOPMENT AT THE GULF OF JAKARTA
by: Andra Dinata, Indra -
ANALYSIS OF LIQUEFACTION POTENTIAL IN QUATERNARY SEDIMENT OF INDRAMAYU REGENCY, WEST JAVA
by: MUHAMMAD FIKRI, ARMEIN -
STABILITY ANALYSIS OF TRANS-SUMATRA TOLL ROAD TUNNEL USING ROCK MASS CLASIFICATION IN PAYAKUMBUH â PANGKALAN SECTION, WEST SUMATRA
by: Sebastian Santoso, Fernaldy -
ANALYSIS OF LIQUEFACTION POTENTIAL ALONG THE JAKARTA MRT THAMRIN-MONUMEN NASIONAL BASED ON STANDARD PENETRATION TEST
by: Rama Koento Wibisono N.P., R.