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Keywords: pile cap
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Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-417
... to the small weight of the GFRP pile. In this study, a concrete pile cap was attached to the top of the GFRP pile to add weight for aiding the suction installation. The field applicability of the GFRP suction pile was verified by performing field tests on suction installation. Results obtained from the field...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-164
... foundation for the test bed which will be constructed in the West Sea is performed. In addition, the economic and constructibility analysis of each foundation is carried out. But, the foundations are restricted within 4 typical types such as mono pile, jacket, pile cap and suction pile for the practical...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-050
... piles) connected with a pile cap. The piles were fabricated with aluminum tubes of 10 mm outer diameter and 9 mm internal diameter (Fig.2). The embedment depth of model pile was 150 mm. The resin was coated on the surface of model piles for waterproofing. The model piles were designed to replicate 1.3 m...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-056
... of optimal design for engineering project. foundation bearing capacity genetic algorithm global optimal solution design solution rga artificial intelligence constraint pile cap design method feasible solution machine learning objective function evolutionary algorithm sandy layer pile...
Proceedings Papers

Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-141
... on the pile caps below sand fills. The settlement of soft ground was simulated by lowering the plate. As the plate was lowered, the soil arching was mobilized in the embankments. The deformation of both the sand fills and geosynthetics were captured by digital camera. Also the loads acting on pile cap...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-264
... of maximum deflection as the performance measure under sensitivity investigation. The pile deflection for all the piles in the group is equal due to the presence of the pile cap. pile group non-homogeneous soil theoretical formulation design variable lateral deflection sensitivity operator...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-303
... loads transferred on pile caps decreases with increasing the interval ratio of pile caps and increases with increasing the height of embankment fills. Also, the higher internal friction angle of embankment fills showed the higher efficiency. Therefore, it is desirable to choose economically...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-178
... pile load test corner pile settlement settlement ratio superposition pile group field load test model pile group contribution shaft pile cap single pile load test load-settlement curve load test weathered rock foundation single pile total load gauge friction Paper No. 2005...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-219
... were given by Brandl et al.(1997), Rogbeck et al.(1998) and Jenner et al.(1998). soft ground cap beam hong cap beam pile method pile method vertical load construction randolph interval ratio embankment analytical model hewlett efficiency embankment fill pile cap equation...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-236
...: Diagrammatic representation of pile group response to lateral loading. H Lateral soil resistance Front row piles Back row piles End bearing Skin friction Cap-soil interaction Inter- action Soil Pile cap The pile group geometry and the loading conditions investigated are shown in Figure 1. The pile cap rests...
Proceedings Papers

Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-188
... conditions at the test site are summarized in Fig. 1. The ground surface is the elevation of the ground surface at the base of the pile caps of the tested groups after minor excavation. The Unified classifications of the soil layers and the various parameters listed in the "Properties" column of Fig. 1 were...
Proceedings Papers

Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-057
... foundation concrete block settlement analysis assessment bearing capacity fabrication upstream oil & gas rig skid beam mat foundation quay wall safety pile cap stability footing soil parameter settlement foundation system operation Proceedings of the Eighth (1998) International...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-464
... of the major failure modes of the steel piles is formation of local buckling under the pile caps and fracture of these locally buckled areas due to low-cycle fatigue. The experimental and analytical research project summarized here was conducted to study low-cycle fatigue behavior of vertical steel H-pries...
Proceedings Papers

Paper presented at the The Fifth International Offshore and Polar Engineering Conference, June 11–16, 1995
Paper Number: ISOPE-I-95-329
... ABSTRACT: The objective of this paper is to investigate the behaviour of cracking and the strength of the cubic type of reinforced concrete pile caps of a high-pile wharf, supported by the large prestress pipe pile. An experiment is carried out and the behaviours of experimental specimens...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-047
.... The energy supplied to a structure may be absorbed in the elastic and plastic deformations of both the substructure and the superstructure. Eccentric and inclined loads and moments may be induced on the pile heads and pile caps. Lateral forces on the superstructure are assumed to be transferred to the ground...

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