A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Novel section slide-resistant pile treatment method for supporting side slope
The invention relates to a novel section slide-resistant pile treatment method for supporting a side slope. The method comprises the steps that development information of a potential slip plane of the side slope is obtained; according to the development information of the potential slip plane of the side slope, the placement position of a T-shaped pile is determined, and design parameters of the T-shaped pile are calculated; and the T-shaped piles are constructed and maintained on the basis of the arrangement positions of the T-shaped piles and the design parameters of the T-shaped piles, and anti-sliding treatment of the side slope is completed. According to the application of the T-shaped pile in landslide treatment, the T-shaped pile can form a more stable soil arch behind the pile, the pile side and an arch foot behind the pile, can bear larger landslide reasoning and bending moment shearing force, and can effectively reinforce a side slope.
本发明涉及一种支护边坡的新型截面抗滑桩治理方法，包括：获取边坡潜在滑移面的发育信息；根据所述边坡潜在滑移面的发育信息，确定T形桩的安置位置，并计算所述T形桩的设计参数；基于所述T形桩的安置位置和所述T形桩的设计参数构建并养护所述T形桩，完成边坡的抗滑治理。本发明提供了一种T形桩在滑坡治理中的应用，T形桩能够形成更稳定的桩后土拱、桩侧及桩后拱脚，能承担更大的滑坡推理和弯矩剪力，可以有效加固边坡。
Novel section slide-resistant pile treatment method for supporting side slope
The invention relates to a novel section slide-resistant pile treatment method for supporting a side slope. The method comprises the steps that development information of a potential slip plane of the side slope is obtained; according to the development information of the potential slip plane of the side slope, the placement position of a T-shaped pile is determined, and design parameters of the T-shaped pile are calculated; and the T-shaped piles are constructed and maintained on the basis of the arrangement positions of the T-shaped piles and the design parameters of the T-shaped piles, and anti-sliding treatment of the side slope is completed. According to the application of the T-shaped pile in landslide treatment, the T-shaped pile can form a more stable soil arch behind the pile, the pile side and an arch foot behind the pile, can bear larger landslide reasoning and bending moment shearing force, and can effectively reinforce a side slope.
本发明涉及一种支护边坡的新型截面抗滑桩治理方法，包括：获取边坡潜在滑移面的发育信息；根据所述边坡潜在滑移面的发育信息，确定T形桩的安置位置，并计算所述T形桩的设计参数；基于所述T形桩的安置位置和所述T形桩的设计参数构建并养护所述T形桩，完成边坡的抗滑治理。本发明提供了一种T形桩在滑坡治理中的应用，T形桩能够形成更稳定的桩后土拱、桩侧及桩后拱脚，能承担更大的滑坡推理和弯矩剪力，可以有效加固边坡。
Novel section slide-resistant pile treatment method for supporting side slope
一种支护边坡的新型截面抗滑桩治理方法
SU PEIDONG (author) / WU MAO (author) / JIA RONGGU (author) / QI ZONGKE (author) / LI YOUGUI (author) / LIU KEWEN (author) / QIU PENG (author) / YANG XIWEN (author)
2023-07-25
Patent
Electronic Resource
Chinese
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