1) tangential lateral pressure coefficient
切线侧压力系数
2) lateral pressure coefficient
侧压力系数
1.
Research on staged characteristics of lateral pressure coefficient K_0 of soft clay;
软黏土侧压力系数K_0阶段性特征研究
2.
A study on the lateral pressure coefficient Ko value test of the Changchun clay soil;
长春粘性土的侧压力系数K_0值试验研究
3.
A nonlinear elastic analysis of static stress and lateral pressure coefficient for granular Couette systems;
Couette颗粒系统中静态应力和侧压力系数的非线性弹性理论分析
3) Lateral-stress coefficient
侧压力系数
1.
In order to investigate the influence of different lateral-stress coefficient and tunnel clear distance on two tunnels mutually when they were excavated non-synchronously, a series of calculations and analyses are carried out by using the analysis of FEM.
侧压力系数和隧道净距是分离式隧道非同步开挖时两洞间两个重要影响参数。
4) lateral pressure ratio
侧压力系数
1.
The lateral pressure ratios that recommended by some overseas design codes and literatures have been analyzed.
分析比较了各国筒仓设计规范及有关文献推荐的筒仓侧压力系数,发现有的偏小,比实测值偏小28%;有的偏大,接近超压系数。
2.
This paper puts forwared a method of determining the value of k which accounts for the lateral pressure ratio of the stored material in silos based on the total frictional forces.
本文提出一种根据总摩擦力确定筒仓贮料侧压力系数k值的方法，给出了两种仓壁情况下k值测试分析结果及一组筒仓贮料压力模型实验测试数据。
3.
The result indicated that the stability of the wall depends on anti-slip stability,the anti-slip factor was controlled by the value of lateral pressure ratio of the ensile.
结果表明:青贮窖墙体的稳定性主要受抗滑稳定性控制,抗滑安全系数主要取决于青贮饲料侧压力系数的取值。
5) coefficient of lateral pressure
侧压力系数
1.
Finite element analysis on tunnel secondary lining with different coefficient of lateral pressure
不同侧压力系数隧道二次衬砌的有限元分析
2.
Its application to estimate coefficient of lateral pressure is introduced.
本文分析探讨了软粘土前期固结压力并介绍它在软粘土侧压力系数估算中的应
6) coefficient of lateral earth pressure
土侧压力系数
1.
Based on the principal principle that sliding wedge completely existed in static equilibrium state and all friction angles between soil and wall were assumed to get limit value,by analyzing the principal stress deflection of soil on wall surface,the formulas for calculating principal stress deflection angle and coefficient of lateral earth pressure were obtained.
根据库仑土压力理论中墙背滑动楔体整体达到静平衡的基本原理,假定沿墙高方向,土与墙背的摩擦角均达到极限值,从墙背处土体主应力偏转的应力状态分析出发,得到墙背处的主应力偏转角和土侧压力系数的计算公式;把土侧压力系数用于水平层分析法,建立了竖向土压力的基本方程,求解该方程,导出了挡土墙主动土压力、土压力合力及其作用位置的理论公式。
补充资料：压力系数
分子式：
CAS号：
性质：当流体绕一物体流过时，在流体未受干扰的地方其流速为v，流动静压力为ps，流体的密度为ρ，则在被绕流物体上任意一点的压力，ρs1与未受扰动流体的压力ps，之差与未受扰动流体速度头( )之比值称为压力系数，以p表示，即
CAS号：
性质：当流体绕一物体流过时，在流体未受干扰的地方其流速为v，流动静压力为ps，流体的密度为ρ，则在被绕流物体上任意一点的压力，ρs1与未受扰动流体的压力ps，之差与未受扰动流体速度头( )之比值称为压力系数，以p表示，即
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条