筏桩复合地基中桩与筏板不连接的初始沉降实测

О. Samorodov, О.Ye. Dytiuk, S. Tabachnikov
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引用次数: 0

摘要

问题陈述。设计了筏桩组合基础(CRPF)的专利实用模型,该模型由筏体部分和桩组成,筏体部分与桩之间的高度为Δ。即在不超过建筑物或结构的最大允许沉降量的条件下,假设筏板下、桩下(桩与筏板铰接后)土基的沉降(阻力)分布。在土基筏板部分的压力加载过程中,由于附加荷载(负)摩擦力作用于可压缩层内的桩侧表面而引起的桩的初始沉降,必须另外考虑以校正间隙Δ的值。本文的目的是对大型筏桩组合基础在附加荷载(负)摩擦力作用下的桩初始沉降进行现场调查,以识别新的依赖关系并进行推广。结论。在现场研究的基础上,揭示了桩变形对附加地摩擦力作用的新的定性依赖关系,即由于桩侧面的阻力过大而产生的“桩上滑效应”,表现为桩底的反(弹性)变形。在现场调查的基础上,揭示了桩变形对土附加荷载(负)摩阻力作用的新的定性依赖关系,即由于负摩阻力超过了桩侧面的阻力而产生的“桩上滑动效应”,表现为桩基反向(弹性)变形;这表明,在类似的CRPF工程中,在确定筏体部分与桩之间的间隙时,需要考虑到这一现象。
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FIELD INVESTIGATION OF THE INITIAL SETTLEMENTS OF PILE NOT CONNECTED TO THE RAFT IN A COMBINED RAFT-PILE FOUNDATION
Problem statement. The patented useful model for the design of the combined raft-pile foundation (CRPF), consisting of a raft part and piles, with a gap of height Δ is made between the raft part and the piles. That is, the distribution of settlements (resistances) of the soil base under the raft and then under the piles (after the hinged connection of the piles with the raft) is assumed, based on the condition of not exceeding the maximum allowable settlement su of the building or structure. The initial settlement of the piles, which arises from the effect of the additional loading (negative) friction force acting on their lateral surface within the compressible layer during the pressure loading of the soil base raft part, must additionally be taken into account to correct the value of the gap Δ. The purpose of the article is to conduct field investigation of the piles initial settlements under the action of additional loading (negative) friction forces acting along their lateral surface in a large-scale combined raft-pile foundation to identify new dependencies and generalize them. Conclusions. On the basis of field studies, a qualitatively new dependence of the pile deformation on the action of additional ground friction forces has been revealed, which shows the "pile up-slip effect" due to the excess of resistance forces on its lateral surface with manifestation of inverse (elastic) deformations of the ground base of the pile. On the basis of field investigation, a qualitatively new dependence of the pile deformation on the effect of soil additional loading (negative) friction forces was revealed, which shows the “effect of the pile slipping upwards” due to exceeding the negative friction forces the resistance forces on its lateral surface with the manifestation of reverse (elastic) deformations of the pile soil base, which indicates the need to take this phenomenon into account when determining the gap between the raft part and the piles in projects of similar CRPF.
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