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对土岩组合基坑混凝土支撑轴力监测的一点思考 被引量:2
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作者 张桢树 薛飞 +3 位作者 张励 廖建军 王世杰 廖成西 《地基处理》 2022年第1期73-80,86,共9页
文章结合之江路工程2号盾构工作井及始发段的土岩组合基坑施工监测实例,阐述了当前基坑施工监测普遍存在的问题,分析和探讨对土岩组合基坑的混凝土支撑轴力监测设计与施工进行合理优化的可能性。在实际的施工监测工作中,不能简单根据单... 文章结合之江路工程2号盾构工作井及始发段的土岩组合基坑施工监测实例,阐述了当前基坑施工监测普遍存在的问题,分析和探讨对土岩组合基坑的混凝土支撑轴力监测设计与施工进行合理优化的可能性。在实际的施工监测工作中,不能简单根据单根混凝土支撑轴力平均累计值是否达到或超过设计提供的控制值作为报(预)警的依据。应根据现场施工工况,密切关注支撑平均轴力变化的趋势,同时参考围护结构自身变形位移、基坑周边土体位移等其他监测数据,对支撑轴力的变化进行综合分析判断。笔者建议由设计单位根据基坑工程实际工况和施工监测相关数据,重新进行复核验算,并提出综合安全评估指标,得出可靠结论,达到既安全又经济的工程建设效果。可供本工程其他工作井基坑或类似基坑工程设计、施工监测过程中参考。 展开更多
关键词 土岩组合基坑 混凝土支撑 施工监测 初始值 设计控制值 轴力偏差 优化
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The Topic of Contact Zone Problems in the Shaft and Hole Joint, Taking into Account Component Form Errors
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作者 Marian Dudziak Andrzej Kabala Andrzej Kolodziej 《Journal of Mechanics Engineering and Automation》 2013年第9期586-590,共5页
In assemblies constructed from components manufactured with radial deviations, cross-section deviations and deviations being combination of both, there occur variable values of local stresses and displacements. Both t... In assemblies constructed from components manufactured with radial deviations, cross-section deviations and deviations being combination of both, there occur variable values of local stresses and displacements. Both the types of shape deviations and their values need to be taken into account in the designing process and play an important role during machine operation. They have a crucial effect on the value and scatter of maximum reduced von Mises stresses and contact stresses. Axisymmetric joints were examined, in which shafts in selected shape variants and in variable angular positions were associated with a non-deformable hole. The aspects of contact zone problems are presented using the example of numerical simulation of contact between an elliptical saddle-shaped shaft placed in a rigid, non-deformable hole in different angular positions. Occurrence of both variable relative stresses and contact stresses as well as shaft's axial shift and rotary movement resistance were demonstrated. 展开更多
关键词 Form deviations static analysis by finite element method axisymmetric joints.
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