DURABILITY OF THE STABILIZED CLAY WITH LIME AND RICE HUSK ASH FOR ROADWAY SUBGRADE
A stabilized soil should be durable in which has ability to retain its integrity and strength under service environmental condition. The determination of the durability properties of the soils mixtures is a problem since it is difficult to simulate in laboratory the detrimental action that is produc...
Main Author: | Agus Setyo Muntohar, Roslan Hashim |
---|---|
Format: | Proceeding |
Language: | Bahasa Inggris |
Published: |
Universitas Atma Jaya
2008
|
Subjects: | |
Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64433 |
Similar Items
-
Influence of Plastic Waste Fibers on the Strength of Lime-Rice
Husk Ash Stabilized Clay Soil
by: Agus Setyo Muntohar
Published: (2009) -
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES
by: Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim
Published: (2004) -
THE INFLUENCE OF MOLDING WATER CONTENT AND LIME
CONTENT ON THE STRENGTH OF STABILIZED SOIL WITH
LIME AND RICE HUSK ASH
by: Agus Setyo Muntohar
Published: (2005) -
Stabilization of residual soil with rice husk ash and cement
by: Agus Setyo Muntohar, E.A. Basha a, R. Hashim a, H.B. Mahmud a
Published: (2005) -
Engineering Properties of Silty Soil Stabilized with
Lime and Rice Husk Ash and Reinforced
with Waste Plastic Fiber
by: Agus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis Diana
Published: (2013)