static safety of factor (static FoS) or the critical seismic acceleration coefficient, while little attention has been given to the relationship between the slope stability numbers and the critical seismic acceleration coefficient. This study aims to investigate the relationship between the static FoS ...
15.2.1.1 Static Factor of Safety as Indicator of Vulnerability Force Equilibrium For excavations vulnerable to gravity-driven failures, the support capacity is established by multiplying the anticipated gravitational demand by an acceptable load factor, such as a factor of safety FSLoad in terms of fo...
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In this sense, considering that the metasurface unit-cells can be approximated by magnetic dipoles, we exploited the dependence of the magnetic field \({H}_{r}^{\left(m\right)}\) on the \(cos\left(\theta \right)\) component, according to the following formula. $$H_{r}^{\left( m...
Peak loads of circular granite When the tensile strength of ring granite under radial loads is calculated by the Brazilian strength formula, the error of calculus results is larger. Therefore, the strength calculated by the formula can not reflect the real capacity to resist the loads of ring st...
3.The interative formulae is deduced based on building link amoment balanceequation.通过建立连杆力矩平衡方程,采用牛顿迭代法计算出破碎压实机装配角度,并用VisualBaisc6 0编程计算绘制出其机构简图。 6)torque equilibrium力矩平衡 1.The paper expounds the structural characteristics of pneumatic vane motor an...
The original simple formula discussed above, , needs to be modified because the mass of the beam itself (mb = Wbeam/g), which is distributed over its height, is not negligible compared with the mass at the top (m = Wblock/g). The equivalent mass for the case of a cantilever beam ...
8, where RS is the solution resistance, RCT is the charge transfer resistance, L is the inductance, RL is the inductive reactance, and QdL is the constant phase element (CPE) related to the double layer capacitive, and the impedance can be calculated by formula (1). 14. $${Z}_{CPE}...
Formula (3) of linear relation was obtained through fitting the dynamic compressive strength with the average strain rate, Based on Fig.10and Formula (3), the average strain rate was 50–130 s−1. For the four kinds of concrete, the dynamic compressive strength increased with the average ...
Conditions for which stability analysis was made: In this research work, the factor of safety and deformation of the cut slope was determined for dry and wet conditions.Dry condition: Dry condition is the condition by considering that the slope section is completely dry, stability analysis for ...