Numerical simulation of double-row pile-NPR anchor cable support based on ABAQUS
DOI:
https://doi.org/10.54097/yvp8m189Keywords:
Foundation ditch; NPR; ABAQUS; Double row pile.Abstract
With the development of urban architecture, research on deep foundation ditch support is of great significance. The current anchor cables used for foundation ditch support are all traditional steel materials, which have the disadvantages of high cost and serious waste. NPR (Negative Poisson's ratio effect) anchor cables have the characteristics of high strength, high toughness, and resistance to large deformation. Currently, they are widely used in tunnel support engineering, but research on deep foundation ditch support is rarely involved. Therefore, this article uses ABAQUS software to establish a numerical model of double row pile-NPR joint support to explore the effect of NPR anchor cables on deep foundation ditch support. Research has shown that: (1) The front piles share a larger soil pressure, while the rear anchor piles play a dual role in supporting soil and pulling anchors. (2) The NPR anchor cable increases the horizontal pull-out resistance of the double row pile support structure, limits the horizontal displacement of the support structure, and enables the foundation ditch to meet its deformation requirements, indicating that it can effectively support the foundation ditch.
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References
Li Bo. Numerical simulation study on mechanical properties of double-row pile-prestressed anchor cable support system [D]. Changchun: Jilin University, 2020.
Wei Lu, et al. Application and Deformation Control of Pile-anchor Support for Deep Foundation Ditch in Soft Soil Area [J]. IOP Conference Series: Earth and Environmental Science, 2020, 526(1): 12-21.
Li Y, Shi Y, Li H, et al. Research on deformation control and prevention measures of pile anchor support system in foundation ditch [J]. IOP Conference Series: Earth and Environmental Science, 2020, 510(5): 052-054.
Yuan Chang, Zhu Changgen, Yu Qihao, Guo Lei. Municipal Technology, 2018,36 (06): 183-185.
Peck RB. Earth pressure measurements in open cut engineering]. ASCE, V01.108, 2014.
Bjerr Eide. Stability of strutted excavationinclay [J]. Geotechnique, 2014(1): 32-47.
Daris EH. Theories of Plastiecand the Failure of soil msaaes [J]. Soil Mechanies-Selected Topies, IKLee, ed, Ameriean Elsever NewYork, 2011, 101(12): 562-571.
Clough GW, Duncan JM. Finiteelement analysis of retaining wall behavior [J]. ASCE, 2016, Vol.97SM, 12: 165-167.
He Manchao, LI Chen, GONG Weili, et al. NPR bolt/cable support principle and large deformation control technology. Chinese Journal of Rock Mechanics and Engineering.2016,35(08): 1516-1517
Zhu Chun. Experimental study on the collapse deformation failure mechanism of layered anti-dip rock slope and NPR anchor cable control [D]. Changchun: Jilin University. 2022: 75-76.
Zhang Wei, Zhao Liang, Chen Feng, etc Constitutive model of micro negative Poisson's ratio anchor rod under static load [J] Journal of Henan University of Science and Technology (Natural Science Edition), 2024, 45 (01): 62-67+8.
Zhou Juan. Deformation monitoring and numerical simulation and optimization analysis of double-row pile-anchor cable support structure in deep foundation ditch [D]. Baotou: Inner Mongolia University of Science and Technology, 2020: 6-7.
Wang fei. Application and numerical simulation analysis of double-row pile-anchor cable composite support structure in soft soil foundation ditch [D]. Fuxin: Liaoning University of Engineering and Technology. 2014: 8-9.
Tao Zhigang, Qin Ke, Mi Meng, et al. Simulation analysis of disturbance deformation characteristics and control effect of foundation ditch excavation [J]. Science Technology and Engineering, 2023,23(09): 1-2.
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