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Ji, Y.B. (2007) Analysis of Excavation Soil Pressure and Internal Force Deformation of Bite Pile in Huayuan Station. Tianjin Science and Technology, 54-59.

has been cited by the following article:

• TITLE: Study on the Effect of Occlusion Rate on the Deformation of Non-Vegetarian Occlusal Piles

  AUTHORS: Yong Deng, Hongyang Xie, Yunxue Ye, Kaiwei Cao, Heng Li

  KEYWORDS: Occlusion Pile, Plain Pile, Model Test, Deformation Characteristics

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.10 No.3, July 26, 2022

  ABSTRACT: In order to investigate the force characteristics of the occlusal pile, this paper takes the underground garage support project of Nanchang Bayi Square as the research background and studies the bending moment of the occlusal pile after the excavation process of the foundation pit through the model test. The test results show that the bending moment of the pile increases and then decreases with the increase of soil depth under horizontal load, and the bending moment reaches the maximum near the excavation surface of the foundation pit; the test results can provideareference for the design of occluded pile body in practical engineering.