Engineering characteristics of the compressed-stabilized earth brick
Utilization of lime and rice husk ash for soil stabilization produced considerable strength gain and other geotechnical properties of the stabilized soils. Its application could be also superior for construction materials as compressed-stabilized earth (CSE) or unfired-brick. This paper presents the...
Main Author: | Agus Setyo Muntohar |
---|---|
Format: | Laporan Penelitian |
Language: | Bahasa Inggris |
Published: |
ELSEVIER
2011
|
Subjects: | |
Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64323 |
Similar Items
-
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) -
Influence of Plastic Waste Fibers on the Strength of Lime-Rice
Husk Ash Stabilized Clay Soil
by: Agus Setyo Muntohar
Published: (2009) -
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) -
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) -
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES
by: Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim
Published: (2004)