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桩-网复合地基工后沉降和桩土应力比的计算 被引量:1
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作者 王洪发 白顺果 《河北农业大学学报》 CAS CSCD 北大核心 2010年第3期120-122,127,共4页
本研究简述了土拱理论和薄板变形理论。在桩-网复合地基中,基于土拱理论、薄板变形理论和Winkler弹性地基模型,提出了桩-网复合地基工后沉降计算方法和桩土应力比计算方法,由于该计算模型考虑了桩-网复合地基各组成部分之间的相互作用,... 本研究简述了土拱理论和薄板变形理论。在桩-网复合地基中,基于土拱理论、薄板变形理论和Winkler弹性地基模型,提出了桩-网复合地基工后沉降计算方法和桩土应力比计算方法,由于该计算模型考虑了桩-网复合地基各组成部分之间的相互作用,能够更准确地反映出桩-网复合地基的工作机理,同时克服了传统算法中"2者不能同时未知"的缺陷,并通过工程算例验证了本研究方法的正确性,对于实际工程的应用提供一定的理论依据。 展开更多
关键词 桩-网复合地基 土拱理论 薄板变形理论 工后沉降 应力比
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桩—网复合地基工后沉降预测方法研究 被引量:6
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作者 原方 张大伟 张明 《路基工程》 北大核心 2007年第5期37-39,共3页
针对东莞市东部快速路工程采用素混凝土桩—土工格栅复合地基试验段,对三点法和基于薄板大挠度变形理论计算的工后沉降量与实测稳定值进行了比较,验证它们的吻合程度。
关键词 桩-网复合地基 土工格栅 工后沉降 三点法 薄板大挠度变形理论
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马坑铁矿隔离层矿柱安全厚度的分析和研究 被引量:7
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作者 张访问 《矿业研究与开发》 CAS 北大核心 2016年第5期83-85,共3页
为实现大型铁矿床多中段同时安全开采和采矿方法稳妥变革,提出了中段间留设隔离矿柱的措施,采用了经验类比和理论公式计算的2种方法对隔离层安全厚度进行了科学分析和研究,得出合理的安全厚度为15-20 m。后经生产试验验证了两个90m长度... 为实现大型铁矿床多中段同时安全开采和采矿方法稳妥变革,提出了中段间留设隔离矿柱的措施,采用了经验类比和理论公式计算的2种方法对隔离层安全厚度进行了科学分析和研究,得出合理的安全厚度为15-20 m。后经生产试验验证了两个90m长度的盘区,安全与技术经济指标均取得了较好的效果。 展开更多
关键词 隔离层矿柱 安全厚度 破裂拱 变形薄板理论
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Modelling and analysis for a pilot relief valve using CFD method and deformation theory of thin plates 被引量:4
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作者 YUAN XianJu GUO KongHui 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第6期979-998,共20页
The current work is concerned with modelling and analysis for a pilot relief valve, thus successfully bringing a systematic method for designing and analyzing similar valves. The essence of the work is to solve two im... The current work is concerned with modelling and analysis for a pilot relief valve, thus successfully bringing a systematic method for designing and analyzing similar valves. The essence of the work is to solve two important problems, one for positions of the pilot valve influenced by flow force and the other is for the opening of the relief valve governed by a thin annular plate. The computational fluid dynamics(CFD) method is used to present the flow force. Using a series of experiments, the flow rate versus pressure drop shows the rationality of the CFD results. In order to obtain the opening of relief valve with higher accuracy, the large deflection theory of thin plates is adopted. An equivalent method for replacing the concentrated force is innovatively proposed so that all of the loads of the plates can be given by a unified expression, which reduces the number of the governing equations and intermediate boundary conditions. For presenting a very simple and reliable method for solving the governing equation, an unconstrained nonlinear optimization is innovatively introduced to solve the deflection of the thin annular plate. Being verified by finite-element method(FEM) of the relief valve, the equivalent method and optimization can solve deflection of thin plates rapidly and accurately. Reflected through a complete model for the pilot relief valve, the theoretical flow rate of the pilot relief valve is consistent with experimental conclusion. Once again, the comparisons bring us insight into the accuracy of the method adopted in the current work. 展开更多
关键词 pilot valve relief valve MODELLING large deflection unconstrained nonlinear optimization
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