論文
-
Use of press-in piling data for construction on the Moon: Estimating subsurface information and pile capacity
Author(s): Y. Ishihara, M. Eguchi, A. Mori, Y. Toda
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Rotary Cutting Press-in, Use of piling data, Subsurface information, Pile capacity[3.15 MB] -
Development of rapid load test device and its applicability to piles installed by Rotary Cutting Press-in
Author(s): K. Okada, T. Murata, A. Mori, Y. Toda, Y. Ishihara
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Rapid load test, RCP pile, press-in[1.07 MB] -
Experimental study on the effect of preloading on the horizontal displacement of steel sheet pile walls
Author(s): N. Ogawa, M. Eguchi, Y. Ishihara
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Steel sheet pile, Embedded cantilever retaining wall, Preloading, Surcharge, Model test[1.52 MB] -
Plastic-deformation behavior of steel pipe piles based on large-deformation lateral-loading tests
Author(s): T. Kobayashi, Y. Ishihama, H. Kashiwa
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: steel pipe piles, lateral-loading test, plastic deformation, energy absorption[0.54 MB] -
Regulation of tubular pile bearing capacity by internal diaphragm
Author(s): M. Doubrovsky, L. Kusik, V. Dubravina
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Pipe pile, Bearing capacity, Internal diaphragm, Model study, Press-in method[1.55 MB] -
Physical modeling on large diameter piles subjected to one-way cyclic loading in dense sand focusing on generalized scaling law
Author(s): Y. Lao, J. Takemura, K. Takeuchi
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Centrifuge modelling, Offshore wind turbine, Single pile, Generalized scaling law, Sandy soil.[3.19 MB] -
Two-dimensional model experiments on the pile group effect on existing piles by using additional piles with different properties
Author(s): T. Ohata, H. Nishioka, T. Sagawa, E. Yamamoto
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Pile group effect, Image analysis, Additional pile method, Aluminum rod[1.97 MB] -
Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of small diameter spiral piles subjected to positive and negative alternating loads in unsaturated sandy ground
Author(s): F. Shah, K. Isobe, T. Eki, K. Kawai
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Spiral piles, Unsaturated sand, Cyclic loading, Apparent cohesion[0.67 MB] -
Effect of pile embedment length on horizontal and vertical displacement of a pile under repeated lateral loading
Author(s): G. Takada, Y. Kikuchi, Y. Sakoda, T. Ishimaru, Y. Nabetani
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Repeated loading，Single Pile Structures，dry model ground[1.46 MB] -
Finite element study on the response of screw pile with open and closed shaft in dense sand
Author(s): A. A. Malik, H. M. Ho, U. Ali, J. Kuwano
Publisher, Year: International Press-in Association, 2024
Source: Proceedings of the Third International Conference on Press-in Engineering 2024, Singapore
Key words: Screw Pile, Open-end, Closed-end, Soil Plug, Finite element analysis, Bearing response[1.02 MB]
