International Journal of Frontiers in Engineering Technology, 2021, 3(4); doi: 10.25236/IJFET.2021.030405.
Hu Jia1,2, Jun Xu1,2, Xifeng Yang2, Wenyu Zheng1,2, Junguo Wang1,2, Yi Liu1,2
1Department of Civil Engineering and Architecture, Nanyang Normal University, Nanyang 473061, Henan, China
2Nanyang Lingyu Machinery Co., Ltd., Nanyang 473000, Henan, China
Due to The Vast Territory of China, The Topography, Geological Conditions and Surrounding Environment of the Construction Project are Very Different. The Design and Construction of the Foundation Pit Support Project is One of the Most Closely Integrated Engineering Measures Combined with the Above Conditions. The Design and Construction of Deep Foundation Pit Support Engineering in Special Geotechnical Areas Has Become One of the Most Complicated Technical Problems in the Field of Civil Engineering Construction. Based on the Above Background, The Purpose of this Paper is to Study the Foundation Pit Support Structure Under Special Geotechnical Structure. This Paper Compares and Analyzes the Materials and Structure Types that Can be Used for Foundation Pit Support, And Concludes that Bamboo is an Economical and Environmentally Friendly New Material, Its Output Large, Good Mechanical Properties, Can Be Used For Temporary Support of Shallow Foundation Pits. It is Proposed to Use the Bamboo Tube as the Foundation Pit Support Material, And it is Applied in the Soft Soil Layer Foundation Pit Support Project in the form of Row Pile Support Structure. In this Paper, the Top Displacement of the Bamboo Pipe Pile is Larger than that of the Steel Pipe Pile, But the Maximum Pile Top Displacement of the Bamboo Pipe Pile is 1.8mm. The Maximum Displacement of the Pile Top is 18mm, The Displacement is Small, Within the Allowable Range, and in the Actual Project, the Pile Top is Generally Constrained to Further Control the Displacement of the Pile Top to Ensure the Safety and Stability of the Foundation Pit.
Foundation Pit Support, Special Geotechnical, Row Pile, Bamboo Pipe Pile
Hu Jia, Jun Xu, Xifeng Yang, Wenyu Zheng, Junguo Wang, Yi Liu. Foundation Pit Support Structure under Special Geotechnical Structure. International Journal of Frontiers in Engineering Technology (2021), Vol. 3, Issue 4: 30-40. https://doi.org/10.25236/IJFET.2021.030405.
 Wang, Z., Guo, X., & Wang, C. (2018) “Field Monitoring Analysis of Construction Process of Deep Foundation Pit at Subway Station”, Geotechnical & Geological Engineering(3), pp. 1-11.
 Li, H., Li, Y., Lee, M. K., Liu, Z., & Miao, C. (2015) “Spatiotemporal Analysis of Heavy Metal Water Pollution in Transitional China”, Sustainability, 7(7),pp. 91-94.
 X. Hu, R. Liu, M. Xia, J. Li, & B. Xiao. (2015) “Foundation Pile Test by Self-Balanced Method of Rock-Socketed Piles and Friction Piles in Multilayer Soil Geological Structure”, Tumu Jianzhu Yu Huanjing Gongcheng/journal of Civil Architectural & Environmental Engineering, 37(2),pp. 39-46.
 Chen, K., Yan, S., Zhi, Z., & Li, Y. (2017) “Impact Analysis of Deep Foundation Pit Excavation Under Different Bracing System”, Journal of Tianjin University, 50,pp. 1-6.
 S.-H. Ye, S.-H. Ding, X.-N. Gong, S. Gao, & C.-L. Chen. (2018)” Monitoring and Numerical Simulation of Deep Foundation Pit of A Subway Station in Lanzhou”. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 40, pp. 177-182.
 Wang, H. M., Ji, Z. J., Cao, L., Yao, J., & Qian, S. G. (2015) “Simulation of Excavation Process for Deep Foundation Pit Base on Nonlinear Finite Element Theory”. Applied Mechanics & Materials, 744-746(Supplement 1), pp. 579-583.
 Wang, H., & Liu, F. Z.. (2014) “Analysis of the Effects on Metro Station’s Main Structure Generated by Foundation Pit Support Structure”. Advanced Materials Research, 1065-1069, pp.421-425.
 Zhang Zhiguo, Zhao Qihua, & Lu Minghao. (2015) “Analysis on Settlement Monitoring of Historical Protective Buildings Adjacent to Deep Foundation Pit Excavation”. China Civil Engineering Journal, 48,pp. 137-142.
 Han, S. Y., Xiong, J., & Zhang, Y.. (2015) “Supporting Measure and the Effect Evaluation of the Unstable Foundation Pit”. Applied Mechanics and Materials, 744-746, pp. 647-651.
 X. Zhang, & Y. Liu. (2018) “Influence of Soil Parameters on Deformation of Retaining Structure of Deep Foundation Pit”. Liaoning Gongcheng Jishu Daxue Xuebao (Ziran Kexue Ban)/Journal of Liaoning Technical University (Natural Science Edition), 37(5), pp. 794-798.