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vertical ultimate bearing
相关语句
  竖向极限承载力
     PREDICTION OF VERTICAL ULTIMATE BEARING CAPACITY OF PHC PILES
     PHC桩的竖向极限承载力的预测
短句来源
     A Model Based on SVM for Predicting Vertical Ultimate Bearing Capacity of Single Pile
     单桩竖向极限承载力预测的SVM模型
短句来源
     Different methods for predicting vertical ultimate bearing capacity of single pile are comprehensively analyzed.
     在综合分析了各种单桩竖向极限承载力分析方法的基础上,建立了基于支持向量机(SVM)的单桩竖向极限承载力预测模型.
短句来源
     Study of prediction method of vertical ultimate bearing capacity of single pile based on genetic algorithm and neural network
     基于遗传-神经网络的单桩竖向极限承载力预测方法研究
短句来源
     Grey Prediction of Vertical Ultimate Bearing Resistance of Single Pile
     单桩竖向极限承载力的灰色预测
更多       
  “vertical ultimate bearing”译为未确定词的双语例句
     Study on the model of predicting the vertical ultimate bearing capacity of zonal single pile
     区域性单桩竖向承载力预测模型研究
短句来源
     Study on the checking method of single pile's value of vertical ultimate bearing capacity
     单桩竖向承载力可靠度指标校核方法的研究
短句来源
     According to the situation and data of test, distribution of axial force, side resistance and tip resistance of wall are analyzed. Q-s curve in test is equivalently transformed, and the vertical ultimate bearing capacity is estimated.
     根据试验情况及数据,分析了墙身轴力分布情况和墙侧摩阻力、墙端阻力各自的发挥状况,并将试验Q-s曲线向传统方法进行了等效转化,估算了基础的竖向抗压极限承载力。
短句来源
     DX pile is a new cast-in-place pile which can improve the vertical ultimate bearing capacity of single pile by developing the capacity of bearing enlarging disk in the pile.
     DX桩是通过发挥桩身中承力扩大盘的承载力 ,以达到提高单桩竖向承载力的一种新型钻孔灌注桩。
短句来源
     Application of RBF Neural Network in Estimating Vertical Ultimate Bearing Capacity of Single Piles
     应用径向基函数神经网络预测单桩极限承载力
短句来源
更多       
  相似匹配句对
     PREDICTION OF VERTICAL ULTIMATE BEARING CAPACITY OF PHC PILES
     PHC桩的竖向极限承载力的预测
短句来源
     On vertical metaphors
     垂直性空间隐喻初探
短句来源
     Ultimate Temptation
     皮草终极诱惑
短句来源
     On Vertical Scaling
     纵向量表制作浅谈
短句来源
     Grey Prediction of Vertical Ultimate Bearing Resistance of Single Pile
     单桩竖向极限承载力的灰色预测
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Systematic field tests on pile groups with near prototype size have been carried out in order to research into the behavior and bearing capacity of bored pile groups in silt. The soil reaction on the cap, shaft resistance, point resistance and displacement of pile and soil have been measured by installing various measuring elements. Based oa a part of these testing results, the cap-pile-soil interaction characteristics were analysed. It was found that, under certain conditions, "settlement-hardening" and "settlement-softening"...

Systematic field tests on pile groups with near prototype size have been carried out in order to research into the behavior and bearing capacity of bored pile groups in silt. The soil reaction on the cap, shaft resistance, point resistance and displacement of pile and soil have been measured by installing various measuring elements. Based oa a part of these testing results, the cap-pile-soil interaction characteristics were analysed. It was found that, under certain conditions, "settlement-hardening" and "settlement-softening" occur in the shaft resistance and the pile cap brings "weakening effect" to the side resistance and "strengthening effect" to the point resistance. No matter the pile spacing is large or small and the cap is in contact with ground or separated from ground, "block failure" does not occur. On the basis of these, a method, taking into consideration of the cap-pile-soil interaction for calculating vertical ultimate bearing capacity of pile group has been proposed.

为了研究粉土中钻孔群桩的工作性能和承载力等问题,进行了系统的接近于原型尺寸的现场群桩试验。通过埋设测试元件对承台土反力、桩侧摩阻力、桩端阻力、桩土相对位移等进行了测定。本文根据部分试验结果分析了承台、桩、土的相互作用特性,发现在一定条件下,侧阻发生“沉降硬化’和“沉降软化’现象;承台对侧阻起“削弱效应”,对端阻起“增强效应”;无论大小桩距、高低承台,群桩均不出现“整体破坏”。据此,提出了考虑承台、桩、土相互作用计算’群桩垂直极限承载力的模式。

This paper briefly introduces the establishment and precision examination method of the GM(1, 1 ) mod el. Based on the fact that the characteristic of the pile top settlement changes with the load during the single pile verticle plate - load test, it establishes the prediction model of the single pile vertical ultimate bearing capacity. Al so, by case histories, the grey prediction is conducted for the single pile vertical ultimate bearing capacity. Ideal ef fect has been obtained.

该文简要介绍了GM(1,1)模型的建模及精度检验方法。依据单桩竖向载荷试验中桩顶沉降随荷载变化的特征,建立了单桩竖向极限承载力的预测模型,并通过工程实例对单桩竖向极限承载力进行了灰色预测,取得了理想效果。

Based on the relevant theory and formula, by summarizing the pile test results and geologic information and data, the calculating formula of vertical ultimate bearing capacity of single pile under given conditions is deduced. Through comparison it is proved that the formula tallies with the testing results.

依据有关理论及公式,通过对某地试桩结果及大量的地质资料和数据进行归纳整理,推导出一个在一定条件下的后压浆桩的单桩竖向极限承载力的计算公式,经与实际检测结果相比较,趋于吻合

 
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