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Now showing items 11-20 of 22
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 ...
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 ...
EFFECT OF SAND FRACTION ON THE BEHAVIOUR OF SAND-BENTONITE MIXTURES
(2008)
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 index properties and swelling – ...
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS FABRICS ON EXPANSIVE EMBANKMENT
(2000)
Soil stabilization or soil treatment has been employed and developed time by time. Fabrics are commonly used, especially polypropylene (PP), polyvinyl, or polyethylene. Plastic rubbish is solid waste that comprised by PP. ...
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. ...