CENTRIFUGAL MODEL TESTS ON LATERAL BEARING CAPACITY OF EXISTING CAISSON FOUNDATION REINFORCED BY STEEL PIPE SHEET PILES

DOI Web Site 3 Citations 9 References

Bibliographic Information

Other Title
  • 鋼管矢板基礎増設による既設橋ケーソン基礎の補強効果に関する実験的研究

Search this article

Description

Steel pipe sheet pile reinforcement method for existing caisson foundation in water, which is driving SPSP around caisson foundation and connecting between SPSP and caisson at the top, is proposed. This method is constructed in practical, but effect of reinforcement and SPSP load ratios, which refers to the total load transmitted from caisson to SPSP reinforcement divided by the total load applied on the SPSP reinforced caisson, is not understood. It is thought that these factors are influenced by caisson-SPSP connection condition and flexural rigidity ratios of caisson to the SPSP and bearing layer's condition. To make these influence clear and recommend easy, cheap and effective construction method, centrifugal tests on these factor are conducted.

Journal

Citations (3)*help

See more

References(9)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top