JURNAL: Recent submissions
Now showing items 1961-1980 of 2341
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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 ... -
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 ... -
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 ... -
SWELLING AND COMPRESSIBILITY CHARACTERISTICS OF SOIL – BENTONITE MIXTURES
(2003)Understanding characteristics of soil mixtures lead to increasing the confidence level before applying such materials in the field. The outcomes of this study can provide insight into the swelling and the compressibility ... -
THE SWELLING OF EXPANSIVE SUBGRADE AT WATESPURWOREJO ROADWAY, STA. 8+127
(2006)Kerusakan struktur bangunan dan perkerasan jalan karena tanah ekspansif merupakan masalah yang banyak terjadi di Indonesia. Salah satu kerusakan perkerasan jalan yang terjadi karena tanah ekspansif adalah kerusakan perkerasan ... -
STABILIZATION OF RESIDUAL SOIL WITH RICE HUSK ASH AND CEMENT
(2005)Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results ... -
STABILIZATION OF CLAY AND RESIDUAL SOILS USING CEMENT - RICE HUSK ASH MIXTURES
(2004)The well established techniques of soil stabilization often use such cementing agents as Portland cement, lime, etc. Replacement of those cementing materials with industrial or agricultural by-product is highly desirable. ... -
PERFORMANCE OF MASONRY BLOCKS INCORPORATING PALM OIL FUEL ASH
(2014)This paper presents an experimental study on the development of masonry block with Palm Oil Fuel Ash (POFA) as a partial replacement to cement whilst maintaining satisfactory properties of masonry block. The dosages of ... -
SELF COMPACTING CONCRETE FROM UNCONTROLLED BURNING OF RICE HUSK AND BLENDED FINE AGGREGATE
(2014)This paper presents an experimental study on the development of normal strength Self compacting concrete (SCC) from uncontrolled burning of rice husk ash (RHA) as a partial replacement to cement and blended fine aggregate ... -
RAINFALL INFILTRATION: INFINITE SLOPE MODEL FOR LANDSLIDES TRIGGERING BY RAINSTORM
(2010)Shallow slope failure due to heavy rainfall during rainstorm and typhoon is common in mountain areas. Among the models used for analyzing the slope stability, the rainwater infiltration model integrated with slope stability ... -
PENURUNAN KONSOLIDASI EMBANKMENT DI ATAS TANAH LEMPUNG LUNAK
(2004)The soil settlement can be easily calculated based on the Boussineqs’ theory. However, the approximate method has some limitation when applied in different soils. In this study, a simple model of embankment over the soft ... -
PENGARUH REMBESAN DAN KEMIRINGAN LERENG TERHADAP KERUNTUHAN LERENG
(2006)Abstrak: Pengaruh aliran air atau rembesan ke dalam tanah akan mempengaruhi stabilitas lereng. Untuk itu, perlu dilakukan kajian keruntuhan lereng dengan variasi kemiringan lerengnya. Model semi 3-dimensi dibuat berbentuk ... -
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) ... -
MODEL STUDIES ON THE SETTLEMENT OF REINFORCED-EMBANKMENT WITH GEOTEXTILES AND PLASTIC-SACK WASTES OVER SOFT SOILS
(2012)Model sederhana timbunan diuji di laboratorium untuk mempelajari karakteristik penurunannya di atas tana lunak baik tanpa dan dengan perkuatan geotekstil dan karung plastik dan mengevaluasi jumlah lapisan perkuatan. Model ... -
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 ... -
LIGHTWEIGHT MASONRY BLOCK FROM OIL PALM KERNEL SHELL
(2014)A large amount of waste produced in the processing of palm oil is one of the main contributors to the environmental problem. This paper presents an experimental study on the development of the shellcrete masonry block that ... -
INFLUENCE OF RAINFALL PATTERNS ON THE INSTABILITY OF SLOPES
(2013)Abstract: The assessment of rainstorm-induced shallow landslides is still a research topic of wide concern for scientists and engineers. This paper examined the effect of rainfall intensity distribution on shallow landslides. ... -
MECHANICAL BEHAVIOR OF THE BENTONITE MIXED-KAOLIN AND SAND
(2010)Understanding characteristics of soil mixtures lead to increasing the confidence level before applying such materials in the field. The outcomes of this study can provide insight into mechanical behaviour of a soil mixture ... -
FINITE ELEMENT ANALYSIS OF THE MOVEMENT OF THE TIE-BACK WALL IN ALLUVIAL-SILTY SOILS
(2013)Excavations in urban developed areas were commonly supported by diaphragm walls with internal braces or tieback anchors. There are still required the necessary civil works to serve the demands and also to solve the ...