Browsing 04. LECTURERS ACADEMIC ACTIVITIES by Author "MUNTOHAR, AGUS SETYO"
Now showing items 1-20 of 39
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A COMPARATIVE STUDY OF DIFFERENT ADDITIVE ON THE INDEX PROPERTIES OF EXPANSIVE SOILS
MUNTOHAR, AGUS SETYO; ABIDIN, ZAENAL (2001)Expansive soils pose a detrimental for any construction that rest upon this soil. This paper presents a comparative study of different additives on the index properties of expansive soils. Three additives are used. One is ... -
A LABORATORY TEST ON THE STRENGTH AND LOAD-SETTLEMENT CHARACTERISTIC OF IMPROVED SOFT SOIL USING LIME-COLUMN
MUNTOHAR, AGUS SETYO (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 ... -
A NEW FORMULA FOR RATE OF SWELLING OF EXPANSIVE CLAY SOILS
MUNTOHAR, AGUS SETYO; HASHIM, ROSLAN (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
MUNTOHAR, AGUS SETYO (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 ... -
COMPARISON OF MEASURED AND ESTIMATED SHEAR-WAVE VELOCITY (VS30) FOR GUNUNGKIDUL AND KLATEN AREAS
RAHAYU, ASTRI; PRAKOSO, WIDJOJO ADI; SADISUN, IMAM A.; MUZLI, MUHAMMAD; RUDYANTO, ARISKA; MUNTOHAR, AGUS SETYO (AARGI, 2016-08-01)The shearwave velocity over the top 30 m subsoil (Vs30) is an important assessment parameter of seismic ground surface motion. The 30 m top layer of soil is the closest to the structure of the building, and could have ... -
EFFECT OF SAND FRACTION ON THE BEHAVIOUR OF SAND-BENTONITE MIXTURES
MUNTOHAR, AGUS SETYO; HASHIM, ROSLAN (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 – ... -
EFFECT OF SPECIMEN SIZE ON THE TENSILE STRENGTH BEHAVIOR OF THE PLASTIC WASTE FIBER REINFORCED SOIL – LIME – RICE HUSK ASH MIXTURES
MUNTOHAR, AGUS SETYO (2011)Abstract: Improvement of tensile strength in fiber reinforced soil is an important research topic. A study has been undertaken to investigate the strength of stabilized clay-soil reinforced with randomly distributed discrete ... -
ENGINEERING CHARACTERISTICS OF THE COMPRESSED-STABILIZED EARTH BRICK
MUNTOHAR, AGUS SETYO (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 ... -
ENGINEERING PROPERTIES OF SILTY SOIL STABILIZED WITH LIME AND RICE HUSK ASH AND REINFORCED WITH WASTE PLASTIC FIBER
MUNTOHAR, AGUS SETYO; WIDIANTI, ANITA; HARTONO, EDI; DIANA, WILLIS (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. ... -
EVALUATION OF RAINFALL-INDUCES LANDSLIDES IN BANJARNEGARA, CENTRAL JAVA, INDONESIA USING TRIGRS
MUNTOHAR, AGUS SETYO (UNSRI-UTM, 2017-08-14)Severe landslide followed by debris on 12 December 2014 ruined infrastructures and buried hundreds of peoples in subdistrict Karangkobar, District Banjarnegara, Central Java. A high daily rainfall reached about 200 mm for ... -
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS FABRICS ON EXPANSIVE EMBANKMENT
MUNTOHAR, AGUS SETYO (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. ... -
FINITE ELEMENT ANALYSIS OF THE MOVEMENT OF THE TIE-BACK WALL IN ALLUVIAL-SILTY SOILS
MUNTOHAR, AGUS SETYO; HUNG-JIUN LIAO (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 ... -
FINITE ELEMENT ANALYSIS OF THE MOVEMENT OF THE TIE-BACK WALL IN ALLUVIAL-SILTY SOILS
MUNTOHAR, AGUS SETYO; HUNG-JIUN LIAO (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 ... -
GEOTECHNICAL PROPERTIES OF RICE HUSK ASH ENHANCED LIMESTABILIZED EXPANSIVE CLAY
MUNTOHAR, AGUS SETYO (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 ... -
INFLUENCE OF PLASTIC WASTE FIBERS ON THE STRENGTH OF LIME-RICE HUSK ASH STABILIZED CLAY SOIL
MUNTOHAR, AGUS SETYO (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 ... -
INFLUENCE OF RAINFALL PATTERNS ON THE INSTABILITY OF SLOPES
MUNTOHAR, AGUS SETYO; IKHSAN, JAZAUL (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. ... -
LIGHTWEIGHT MASONRY BLOCK FROM OIL PALM KERNEL SHELL
MUNTOHAR, AGUS SETYO; RAHMAN, MUHAMMAD EKHLASUR (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 ... -
MECHANICAL BEHAVIOR OF THE BENTONITE MIXED-KAOLIN AND SAND
MUNTOHAR, AGUS SETYO (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 ... -
MEKANISME KERUNTUHAN LERENG TEGAK DAN TEKNIK PERKUATANNYA DENGAN GEOTEKSTIL
MUNTOHAR, AGUS SETYO (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) ... -
MITIGASI LIKUIFAKSI AKIBAT GEMPA BUMI DENGAN TEKNIK KOLOM KAPUR-ABU SEKAM PADI DENGAN TANAH BERPASIR
MUNTOHAR, AGUS SETYO (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 ...