elastic modulus of rock中文是什么意思

發(fā)音:

中文翻譯
造句

[巖石]彈性模量

rock elastic modulus 巖石的彈性模量
elastic modulus 本構(gòu)模型談彈性模量; 彈性計量單位; 彈性模數(shù), 彈性系數(shù); 彈性模數(shù)，彈性系數(shù); 彈性系數(shù),彈性模數(shù); 地基應力和變形談彈性模量
elastic of rock 巖石彈性
elastic rock 彈性巖石
adiabatic and isothermal elastic modulus 絕熱和等溫彈性模量
apparent elastic modulus 表觀彈模量; 表觀彈性模量
bulk elastic modulus 體積彈性模量
complex elastic modulus 復數(shù)彈性模量
dynamic bulk elastic modulus 動態(tài)體彈性模數(shù)
dynamic elastic modulus 動彈性模量; 動力彈性模量; 動態(tài)彈性模量
dynamic shear elastic modulus 動切變彈性模數(shù)
effective elastic modulus 有效彈性模量
elastic modulus in bending 彎曲彈性模量
elastic modulus in compression 壓縮彈性模量
elastic modulus in flexure 曲撓彈性模量
elastic modulus in shear 剪切彈性模量
elastic modulus in tension 拉伸彈性模量
elastic modulus in torsion 扭曲彈性模量
elastic modulus of shear 剪切彈性模數(shù)
elastic modulus of tensile compression 拉壓彈性模數(shù)
elastic modulus ratio 彈性模量比
elastic modulus test 彈性模量試驗
elastic section modulus 彈性截面模量; 抗彎截面模量
elastic shear modulus 彈性剪切模量
elastic tensile modulus 彈性拉伸模量

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例句與用法

With the increase of lateral pressure modulus, the magnitude of principal stress decreases and the direction of it is hardly changeable; with the increase of the angle between the direction of the maximal horizontal principal stress on magnitude and the fault bearing, the magnitude of principal stress increase and its direction can hardly change; with the increase of the elastic modulus of rocks, the magnitude of principal stress increases and the direction changes more; with the increase of pr, the magnitude of principal stress decreases and the direction changes more; with the increase of lateral pressure modulus, the principal stress at hance, the tress at topmost arch, bottom arch and principal stress at lateral arch decreases, with the increase of the depth of tunnel, the stress of surrounding rock also increases, and the poorer the quality of surrounding rock is, the little its principle stress is
分析得出，隨著側(cè)壓力系數(shù)的增大，主應力量值減小，主應力方位難改變；隨著與斷層走向的夾角增大，主應力量值增大，應力方向難改變：隨著巖石的彈性模量的增大，主應力量值增大，方向變化越大；隨著泊松比的增大，主應力量值減小，方位變化越大。隨著側(cè)壓力系數(shù)的增大，頂、底拱處的各應力值增大，拱腰處的主應力減小，剪應力增大，側(cè)拱處的各主應力減小，同一側(cè)壓力系數(shù)的條件下圍巖質(zhì)量越差，各應力值也越?。浑S著洞室埋深的增加，圍巖壓力也增大，圍巖質(zhì)量越差，其應力值也減小。

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