Behavior of Expansive Clay of Ngawi Region (East Java) Under Water Content Variation
The authors have prepared a significant investigation in swelling behavior of expansive clay. The lateral swelling potential obtained from modified oedometer test was especially interesting. Discussant used the term of swelling potential to represent both strain and swelling pressure. The effect of...
Main Author: | Agus Setyo Muntohar |
---|---|
Format: | Laporan Penelitian |
Language: | Bahasa Inggris |
Published: |
Civil Engineering Dimension
2009
|
Subjects: | |
Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64317 |
Similar Items
-
GEOTECHNICAL PROPERTIES OF RICE HUSK ASH ENHANCED LIMESTABILIZED
EXPANSIVE CLAY
by: Agus Setyo Muntohar
Published: (2005) -
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) -
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT
by: Agus Setyo Muntohar
Published: (2000) -
SWELLING AND COMPRESSIBILITY CHARACTERISTICS OF
SOIL – BENTONITE MIXTURES
by: Agus Setyo Muntohar
Published: (2003)