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Now showing items 21-30 of 39
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 ...
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 ...
MITIGASI LIKUIFAKSI AKIBAT GEMPA BUMI DENGAN TEKNIK KOLOM KAPUR-ABU SEKAM PADI DENGAN TANAH BERPASIR
(2009)
Likuifaksi sering terjadi pada tanah berpasir lepas dan jenuh air bila terjadinya gempa bumi, akibat kehilangan kuat geser akibat gempa dapat menyebabkan tanah longsor, kehilangan kuat dukung pada pondasi dan penurunan ...
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 ...
A LABORATORY TEST ON THE STRENGTH AND LOAD-SETTLEMENT CHARACTERISTIC OF IMPROVED SOFT SOIL USING LIME-COLUMN
(2009)
Naskah ini menyajikan hasil uji aplikasi teknik kolom-kapur (lime-colimn) untuk perkuatan tanah lunak. Tujuan utama penelitian adalah untuk mengkaji sebaran kuat dukung tanah di sekitar kolom-kapur dan karakteristik hubungan ...
ENGINEERING PROPERTIES OF SILTY SOIL STABILIZED WITH LIME AND RICE HUSK ASH AND REINFORCED WITH WASTE PLASTIC FIBER
(2013)
Although abundant plastic waste contaminating the environment may be utilized as reinforcing materials, a potential pozzolanic material (rice husk ash blended with lime) possesses superior properties in stabilizing soils. ...
ENGINEERING CHARACTERISTICS OF THE COMPRESSED-STABILIZED EARTH BRICK
(2011)
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 ...