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Beni Deni Sitompul,Irwan Irwan,Kamaluddin Lubis
Pág. 109 - 125
The lower structure of a building construction consists of a foundation and a layer of soil to support the load of the upper construction. The condition of the soil under the structure is closely related to the behavior of the soil itself when it receive...
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Hideyuki Suzuki, Yuta Sakai, Yasuo Yoshimura, Hidetaka Houtani, Lucas H. S. Carmo, Haruki Yoshimoto, Ken Kamizawa and Rodolfo T. Gonçalves
A shallow draft cylindrical barge type floater with footing close to the water surface was experimentally evaluated in waves to investigate non-linear motion characteristics. The floater was designed to be used as an option for FOWT?floating offshore win...
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Mohammad Sadegh Es-haghi, Mohsen Abbaspour, Hamidreza Abbasianjahromi and Stefano Mariani
The seismic bearing capacity of a shallow strip footing above a void displays a complex dependence on several characteristics, linked to geometric problems and to the soil properties. Hence, setting analytical models to estimate such bearing capacity is ...
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Pontjo Utomo
Pág. pp. 15 - 20
This research was conducted to compare the ultimate bearing capacity of square footing and strip footing rested on geogrid-reinforced sand via model test in the laboratory. The parameters studied were the top layer depth of geogrid below the footing (u),...
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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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