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Gogot Setyo Budi,Alvin Gilbert Tandiputra,Haven Kusuma Markho
Pág. 13 - 18
One of the common methods used to install pile foundation is hydraulic jacked-in machine. In this method, a pile is pushed down into the ground up to the predetermined depth. The method has similar principle to that of Cone Penetration Test (CPT). This p...
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Gogot Setyo Budi,Suseno P.K.,Winata S.K.
Pág. 99 - 104
Prefabricated precast-hollow concrete pile is widely used as deep foundations due to its several benefits such as the uniformity in concrete quality and its durability. It is also called spun pile since the spinning method is utilized to compact the fres...
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Gogot Setyo Budi
Pág. 50 - 53
Pre-drilling was performed to reduce lateral earth pressure generated by pile foundation hydraulically jacked into expansive soil. Nineteen prestressed-precast spun concrete pile with diameter of 800 mm were penetrated into expansive soil up the depth of...
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Gogot Setyo Budi
Pág. pp. 99 - 102
A method commonly used to stabilize expansive soils is mixing the soil with foreign materials. Themain obstacle raised from soil stabilization in the field is the difficulty in mixing process. This paperpresents the strength distribution in soft soil due...
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Gogot Setyo Budi,Hery Susanto,Sugeng Raharjo Condro
Pág. pp. 14 - 19
Consolidation settlement is commonly computed using one-point method, where a clay deposit is assumed as one layer and the stress increase from foundation is taken at the middle of the layer. This method is not accurate for determining consolidation sett...
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Gogot Setyo Budi,Andy Cristanto,Eddy Setiawan
Pág. pp. 20 - 24
Swell and shrink behavior of expansive clays raise significant problem in the field of civil engineering. This paper presents the laboratory experiment of expansive soil stabilization using fly ash (FA). The amount of fly ash used in this experiment rang...
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Gogot Setyo Budi
Pág. pp. 94 - 99
Stabilization is one of several methods to reduce swelling potential of expansive soils. In this experiment, a mix of lime (Ca) and rice husk ash (RHA) was used to stabilize the expansive soil. Sixty to eighty percent of lime content used to stabilize so...
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Gogot Setyo Budi
Pág. pp. 106 - 111
In this research, micro-organism based admixture called Road Tech 2000, is used to stabilize expansive soil taken from West Surabaya area. The laboratory experiments conducted comprise soil characteristics, swelling potential, and shear strength determin...
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