侧压系数英文_侧压系数英语怎么说

侧压系数的英文

coefficient of horizontal pressure

侧压: side compression; side press ...
系数: coefficient; ratio; modulus; ...
侧压力系数: coefficient of confinement pressure; lateral pressure coefficient; lateral-compression coefficient
泵压系数: coefficient of pumpressure
变压系数: ratio of transformation; secondary to primary turn ratio; secondary-to-primary-turn ratio; transformation ratio; transformer rate; transformer ratio

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例句与用法

Experimental study on the lateral pressure coefficient of friable rock during compacting
松散岩块侧压系数的试验研究
Study on the influence laws of side pressure coefficient on roof failure of roadway in alternating stratified soft roof rock
侧压系数对巷道软弱互层顶板岩体破坏影响规律研究
Based on unified strength theory , the boundary line equation of surrounding rock mass plastic zone under non - uniform stress field was deduced , and it can be used to pre - estimate the dimensions and shapes of underground tunnel ' s plastic zone with different coefficients of horizontal pressure
摘要基于统一强度理论，推导出非均匀应力场的巷道围岩塑性区边界线方程式，可用于预测不同侧压系数时地下深埋隧洞的塑性区大小及形状。
The results showed that the displacement of the surrounding rock of cavern evidently decreases with the increase of in - situ stress side pressure coefficient , as well as the decreasing rate of surrounding rock displacement of cavern with increasing at the condition of < 1 are significant larger than that of > 1 ; when < 1 , the displacements of measured points in cavern increase then decrease with the increasing incident angle of shear wave , while , when > 1 , the displacements decrease then increase with the increasing incident angle of shear wave , and the influence of incident angle on the displacements of measured points tends to decrease with the increasing in - situ stress side pressure coefficient
分析结果表明，地震荷载作用下，硐室位移随地应力侧压系数的增加明显减小，地应力侧压系数< 1时的硐室位移量值随侧压系数的变化幅度明显大于地应力侧压系数> 1时的情况；当侧压系数< 1 ，随剪切波入射角的变化，硐室测量点位移响应先增加后减小；而当侧压系数> 1 ，随剪切波入射角的增加，硐室测点位移先减小后增加，同时随地应力侧压系数的增加有减小的趋势。
Based on matlab system , a multi - layer back propagation neural network model was developed , in which the effects of the depth from surface to the tunnel axis , tunnel diameter , groundwater level , as well as the elastic modulus , shear strength , side pressure coefficient and unit weight of soil and the space between excavated wall and lining on the ground subsidence were considered
采用matlab系统开发了一个多层反向传播神经网络模型，考虑了隧道的深度、隧道的直径、地下水位、土的弹性模量、土的剪切强度、土的侧压系数、土的重度和开挖间隙对地表沉降的影响。

侧压系数的英文

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