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TOWARD REGIONAL RAINFALL THRESHOLD FOR LANDSLIDE OCCURRENCE IN YOGYAKARTA AND CENTRAL OF JAVA
(2008)
Landslides are one of the most widespread natural hazards in the world, responsible for thousands of deaths and billions of dollars in property damage every year. However, predicting landslide potential at a global scale ...
USES OF LIME -RICE HUSK ASH AND PLASTIC FIBERS AS MIXTURES-MATERIAL IN HIGH-PLASTICITY CLAYEY SUBGRADE: A PRELIMINARY STUDY
(2007)
Silica produced from rice husk ashes have investigated successfully as a pozzolanic material in soil stabilization. However, rice husk ash cannot be used solely since the materials lack in calcium element. As a result, ...
THE INFLUENCE OF MOLDING WATER CONTENT AND LIME CONTENT ON THE STRENGTH OF STABILIZED SOIL WITH LIME AND RICE HUSK ASH
(2005)
The strength gain of stabilized soils is not only influenced by the type and proportion of the stabilizers and its curing time, but also by the water content needed to maintain the reaction. The reaction of lime – RHA with ...
UTILIZATION OF UNCONTROLLED BURNT RICE HUSK ASH IN SOIL IMPROVEMENT
(2002)
In this research, a series of laboratory tests has been conducted. The tests were carried out individually or in a combination in which the Rice Husk Ash (RHA) content were varied from 7.5, 10, and 12.5 percent, and the ...
A NEW FORMULA FOR RATE OF SWELLING OF EXPANSIVE CLAY SOILS
(2005)
The study of engineered expansive soils attracts the attention of researchers since this soil is mixed and increasingly used in many geotechnical and geoenvironmental application. This paper attempts to the study of swelling ...
BEHAVIOR OF EXPANSIVE CLAY OF NGAWI REGION (EAST JAVA) UNDER WATER CONTENT VARIATION
(2009)
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 ...
INFLUENCE OF PLASTIC WASTE FIBERS ON THE STRENGTH OF LIME-RICE HUSK ASH STABILIZED CLAY SOIL
(2009)
Abstract: A study has been undertaken to investigate the strength of stabilized clay-soil reinforced with randomly distributed discrete plastic waste fibers by carrying out unconfined compressive strength and tensile-split ...
MEKANISME KERUNTUHAN LERENG TEGAK DAN TEKNIK PERKUATANNYA DENGAN GEOTEKSTIL
(2006)
Peningkatan tegangan pada lereng termasuk tekanan air pori akan menurunkan stabilitas lereng yang menyebabkan keruntuhan. Pada naskah ini disajikan hasil penelitian uji model keruntuhan terhadap lereng tegak (steep-slope) ...
GEOTECHNICAL PROPERTIES OF RICE HUSK ASH ENHANCED LIMESTABILIZED EXPANSIVE CLAY
(2005)
Penambahan dan pencampuran kapur atau semen dengan tanah mengembang merupakan tanah cara yang paling banyak digunakan untuk stabilisasi tanah. Dalam penelitian ini digunakan abu sekam padi guna meningkatkan kualitas ...
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM PADI DAN SERAT KARUNG PLASTIK
(2008)
The previous research result has shown that soil stabilization that use lime, rice husk ash and plastic sack fiber is ductile and produces high strength. This research studies the bearing capacity and vertical displacement ...