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h型斜横梁支座式抗滑桩计算模型及力学性能研究

侯小强 郑佳乐 王新飞 杨芮 郭富赟 侯宝胜

湖南大学学报(自然科学版)2026,Vol.53Issue(1):91-103,13.
湖南大学学报(自然科学版)2026,Vol.53Issue(1):91-103,13.DOI:10.16339/j.cnki.hdxbzkb.2026009

h型斜横梁支座式抗滑桩计算模型及力学性能研究

Study on calculation model and mechanical properties of h-shaped inclined beam bearing anti-slide pile

侯小强 1郑佳乐 2王新飞 2杨芮 2郭富赟 3侯宝胜4

作者信息

  • 1. 兰州交通大学土木工程学院,甘肃兰州 730070||自然资源部兰州城市地质灾害野外科学观测研究站,甘肃兰州 730050
  • 2. 兰州交通大学土木工程学院,甘肃兰州 730070
  • 3. 甘肃省地质矿产勘查开发局第二地质矿产勘查院,甘肃兰州 730050||自然资源部兰州城市地质灾害野外科学观测研究站,甘肃兰州 730050
  • 4. 甘肃有色工程地质勘察设计研究院有限公司,甘肃兰州 730000
  • 折叠

摘要

Abstract

To solve the problem of brittle failure at the rigid connection of the traditional h-shaped anti-slide pile beam,a structural optimization scheme was proposed,which simplified the multi-time super-static structure into an inclined"simply supported"structure and proposed the h-shaped inclined beam bearing anti-slide pile.Based on the Winkler elastic foundation beam theory and the structural force degree shift method,the analytical model was established by using the numerical analysis and numerical simulation methods.The results show that the theoretical calculation of the analytical solution is in good agreement with numerical simulation results,which proves the rationality of the calculation model.Compared with the traditional h-shaped pile,the optimized structure has significant advantages,that is,the bending moment at the connection between the rear pile and the beam is greatly reduced,the bending moment at the top of the pile of the front pile is completely released(the reduction is 0),the shear force of the beam is significantly reduced,and the stress concentration phenomenon at the connection is avoided.From the analysis of key geometric parameters,it can be seen that with the increase of the angle of the oblique beam,the internal force and deformation of the oblique beam and the rear pile decrease,and with the increase of the distance between the front and rear piles,the internal force and deformation of the front pile decrease,and the mechanical performance of the system is better.

关键词

脆性破坏/h型斜横梁支座式抗滑桩/斜横梁角度/桩间距

Key words

brittle failure/h-shaped inclined beam bearing anti-slide pile/oblique beam angle/pile distance

分类

交通工程

引用本文复制引用

侯小强,郑佳乐,王新飞,杨芮,郭富赟,侯宝胜..h型斜横梁支座式抗滑桩计算模型及力学性能研究[J].湖南大学学报(自然科学版),2026,53(1):91-103,13.

基金项目

甘肃省联合科研基金重大项目(24JRRA800,24JRRA799),Gansu Provincial Joint Scientific ResearchFund Major Project(24JRRA800,24JRRA799) (24JRRA800,24JRRA799)

甘肃省自然资源厅科研基金项目(202406),Gansu Provincial Department of Natural Resources Scientific Research Fund Project(202406) (202406)

湖南大学学报(自然科学版)

1674-2974

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