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1)  deformation of lining
衬砌变形
2)  circular lining
圆形衬砌
1.
the amended Biot model considering compression of soil grain and pore fluid and viscid coupling between pore fluid and soil skeleton,and the wave function expansion method are adopted to numerically analyze the scattering problem of a infinite circular lining deeply buried in nearly saturated soil and the dynamic st.
忽略土颗粒的压缩性,考虑孔隙流体的压缩性以及孔隙流体与土骨架之间的粘性耦合作用,采用修正的B iot模型,运用波函数展开法研究了平面P1波入射时,准饱和土体内深埋圆形衬砌的散射问题,通过数值计算模拟并分析了衬砌的动应力集中问题,结果表明:不论入射频率为低频(100Hz)还是高频(500Hz),对于相同的衬砌,当土体为准饱和时,动应力集中因子沿周向分布曲线的形状和数值基本保持不变;但土体为完全饱和时,虽然饱和度发生了微小的变化(比99%只提高了1%),但动应力集中因子的值却大幅度地降低,其沿周向分布曲线的形状也发生了显著的变化,在工程设计中应重视饱和度对圆形衬砌动应力集中因子的影响。
2.
The amended Biot\'s model of wave motion and the expansion method of wave functions are adopted,and the scattering problem of circular lining deeply buried in saturated soil by incident shear waves is studied.
采用修正的Biot波动方程,运用波函数展开法研究了剪切波入射时,饱和土体内深埋圆形衬砌的散射问题,通过数值计算分析了衬砌内侧的动应力集中因子Sd与界面处饱和土体的孔压集中因子p*f的变化规律。
3)  lining form
衬砌形式
1.
This paper probes into the functions and effects of the pumped-storage hydroelectric station,introduces the geographic environment and engineering construction situation of Hohhot Pumped-storage Hydroelectric Station,and expounds the design of the high-pressure pipeline and the selection of the lining forms in the waterway system in its feasibility study stage.
探讨了抽水蓄能电站的功能和作用,介绍了呼和浩特抽水蓄能电站的地理环境及工程建设情况,阐述了在其可行性研究阶段水道系统中高压管道的设计及衬砌形式的选择。
4)  structure reaction
衬砌应变
1.
The research of settlement of the earth s surface to concealed-digging the station in big cross section and regulation of structure reaction;
大断面暗挖车站地表沉降及衬砌应变规律研究
5)  lining variation
衬砌变异
6)  Group of circular linings
圆形衬砌群
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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