PILES FOUNDATION DESIGN FOR LIQUIFIED SOIL: STUDY CASE LOMBOK
<p align="justify"> Liquefaction is one of the result of earthquake which turns solid characteristics of soil into liquid. Earthquake waves conduce the loss of soil shear strength and stiffness. Liquefaction analysis consists of qualitative and quantitative analysis. Qualitative anal...
Saved in:
Main Author: | DE SORA SEBAYANG (NIM : 15514075), REGINA |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/30288 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
NUMERICAL STUDY OF KINEMATIC SOIL FOUNDATION INTERACTION AT THE LIQUIFIED SOIL INTERFACE DUE TO EARTHQUAKE
by: Dwi Amboro, Bayu -
Laboratory study on the workability of liquified stabilized soil
by: Pudur, Nandagopalan Svetha
Published: (2024) -
DESIGN OF BORED PILE FOUNDATION AND SOIL IMPROVEMENT ON AQUAMARINE PARK PROJECT
by: PRAYUDHA (NIM : 15013156), SURYADI -
DESIGN OF SOIL HEAP AND BORED PILE FOUNDATION OF SUDIRMAN RAILWAY STATION
by: WIJAYA - NIM : 15014047, WIKENDRO -
DESIGN OF BORED PILE FOUNDATION AND SOIL IMPROVEMENT ON AQUAMARINE PARK PROJECT
by: PRAYUDHA, SURYADI