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交通荷载拟静力分析与动力模拟方法探析
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作者 杨利国 《黄河水利职业技术学院学报》 2019年第1期29-31,41,共4页
研究交通荷载对路基变形沉降的影响时,主要是对交通荷载按等效静荷载或等效动荷载2种方式进行模拟。通过分析等效土柱法、移动恒载法、冲击系数法3种常用的拟静力分析法可知,这些方法都不能反映路基土的动力特性,与实际情况不符。探讨... 研究交通荷载对路基变形沉降的影响时,主要是对交通荷载按等效静荷载或等效动荷载2种方式进行模拟。通过分析等效土柱法、移动恒载法、冲击系数法3种常用的拟静力分析法可知,这些方法都不能反映路基土的动力特性,与实际情况不符。探讨了利用动三轴仪、动扭剪仪等进行动力试验的方法,并模拟了交通动荷载波形、振幅、频率、振次等动荷载参数的选取过程。 展开更多
关键词 交通荷载 路基变形沉降 拟静力分析 力模拟 动荷载参数
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Stability of columns with original defects under periodic transient loadings 被引量:1
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作者 Cai Yong Xie Jiawei 《Journal of Southeast University(English Edition)》 EI CAS 2017年第1期64-69,共6页
To study the influence of original defects on the dynamic stability of the columns under periodic transient loadings,the approximate solution method and the Fourier method of the stable periodic solution are adopted w... To study the influence of original defects on the dynamic stability of the columns under periodic transient loadings,the approximate solution method and the Fourier method of the stable periodic solution are adopted while considering the influence of original defects on columns.The dynamic stability of the columns under periodic transient loadings is analyzed theoretically.Through the study of different deflections,the dynamic instability of the columns is obtained by Maple software.The results of theoretical analysis show that the larger the original defects,the greater the unstable area,the stable solution amplitude of columns and the risk of instability caused by parametric resonance will be.The damping of columns is a vital factor in reducing dynamic instability at the same original defects.On the basis of the Mathieu-Hill equation,the relationship between the original defects and deflection is deduced,and the dynamic instability region of the columns under different original defects is obtained.Therefore,reducing the original defects of columns can further enhance the dynamic stability of the compressed columns in practical engineering. 展开更多
关键词 periodic transient loading parametric resonance original defect dynamic stability
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Research on method of pressure grouting piling of driven tube
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作者 Dianqi PAN Zupei ZHANG +2 位作者 Diancai PAN Yong CHEN Maosen TAN 《Global Geology》 2006年第2期194-196,共3页
The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors design... The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors designed the machines and tools of pressure grouting,determined the operating manufacture and technology parameter on the pressure grouting secondly.The result shows that the pressure grouting pile of driven tube not only changes the pile type but also reduce the length of the pile and its engineering cost,it enhances the load bearing capacity of single pile an the same time. 展开更多
关键词 driven tube pressure grouting load bearing capacity
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