CEMENT STABILIZATION OF SUBGRADE AND ITS EFFECT ON FLEXIBLE PAVEMENT THICKNESS DESIGN
Abstract: <br /> <br /> <br /> <br /> <br /> Poor foundation soils (CBR<5%) have been encountered at some locations along the corridor of the proposed Ciawi-Sukabumi Toll Road and various options need to be considered to develop a satisfactory and economic pavem...
Saved in:
Main Author: | Wahjuningsih (NIM : 269 94 018), Nurul |
---|---|
Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/8871 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
COMPARISON OF FLEXIBLE PAVEMENT THICKNESS DESIGN METHODS
by: S.W. TANGKUDUNG (NIM 26990002), ELLEN -
Strength and stiffness performance of geopolymer stabilized washed recycled sands derived from demolition wastes in pavement subgrades
by: Xue, Yunxin, et al.
Published: (2024) -
Examining k-E relationship of pavement subgrade based on load-deflection consideration
by: Setiadji, B.H., et al.
Published: (2014) -
Design aids for portland cement concrete pavements
by: Chiu, David Paul, et al.
Published: (2002) -
INVESTIGATION ON JUTE FABRIC AS A GEOTEXTILE FOR SUBGRADE STABILIZATION.
by: Ramaswamy, S.D., et al.
Published: (2014)