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土-岩复合地层长短桩组合支护体系受力机理研究

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为反映土岩复合地层长短桩组合支护体系中长短桩之间的相互作用力学机制,根据长短桩在土岩地层中受力分析,分别提出长短桩受力变形的计算方法:当下面岩层完整时,短桩受力满足土层基坑稳定性要求即可,长桩仅做为安全储备.此时,土层部分长短桩可简化为弹性支承连续梁.当下面岩层存在软弱结构面时,长桩须满足岩层基坑稳定性要求,根据滑块的受力求出长桩的侧向土压力分布,结合支撑的布置形式,将长桩的受力也简化为弹性支承连续梁问题.最后给出两种工况下长短桩的计算方法,并与有限元方法计算结果进行数值验证.结果表明:将土岩复合地层长短桩支护按土层基坑和岩层基坑支护分开计算并将桩简化为连续梁受力体系,计算结果与数值计算结果基本吻合,结果基本合理.
Study on Force Mechanisms of Support Systems Combined by Long and Short Piles in Soil-Rock Composite Strata
To demonstrate the interactive mechanical mechanisms between long and short piles in the long-short pile composite support system in the soil-rock composite stratum,according to the force analysis on long and short piles in the soil-rock stratum,the calculation methods for the forces and deformation of long and short piles were proposed respectively:When the rock layer under the soil layer was intact,the forces acting on short piles should meet the stability requirements of the foundation excavation in the soil layer,and the long piles were only used as a safety reserve.Therefore,the long and short piles in the soil layer could be simplified as elastically supported continuous beams.When there was a weak structural plane in the rock stratum,the long pile must meet the stability requirements of the foundation excavation in the rock stratum,and the lateral earth pressure of long piles was obtained according to the force requirements of slid-ers.Simultaneously,combined with the arrangement form of supports,the long pile was also simplified as the elastically supported continuous beam.Eventually,the calculation methods of long and short piles in two working conditions were given,and based on a real engineering project,the analytical solutions by the proposed methods were compared with numerical solutions by the finite element method to verified the cor-rectness of the proposed.The results indicated that if the long-short pile support system in the soil-rock composite stratum was divided into two types of support system for foundation excavation in the soil layer and rock strata and the long and short piles were simplified into elastically supported continuous beams,the analytical solutions of the support system were basically consistent with the numerical calculation results,and the results were basically reasonable.

soil-rock composite stratumsupport systems combined by long and short pilesforce mecha-nismelastic supported continuous beam

赵晶、陈诚、张睿、李文祥、蔡磊川

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广州地铁设计研究院股份有限公司,广州 510010

济南轨道交通集团有限公司,济南 250014

中铁二十三局集团第一工程有限公司,山东 日照 276800

土-岩复合地层 长短桩组合支护 受力机理 弹性支承连续梁

2024

工业建筑
中冶建筑研究总院有限公司

工业建筑

CSTPCD
影响因子:0.72
ISSN:1000-8993
年,卷(期):2024.54(12)