稳定性计算公式 meaning in Chinese
stability formula
Examples
- At first , the mechanical model of joint is discussed , and the constitutive relation of the rough joint , especially the bolt - supported joint , is given . then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method , and a formula of stability is brought forward . at last , the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated , a corresponding mechanics model is established , then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam , and an analytical solution of the yielding curve is educed from this model
文中首先对结构面的力学模型进行了一定的探讨，提出了粗糙结构面尤其是加锚结构面的本构关系；然后采用极限平衡法，研究了顺向层状岩质边坡的顺层滑动失稳，提出了其稳定性计算公式；最后，结合能量定律和弹性板梁稳定理论，探讨了工程中常见的顺向层状岩体边坡溃屈失稳时的破坏机理、变形规律和稳定性定量评价方法，建立了相应的力学模型，求出了其相应的解析解，并提出了临界坡长与最大弯曲位置的确定方法。 - Based on the geometric parameters and characteristics of deformation revealed , landslide mechanism has been analyzed and limit equi i ibrium method has been carried out for stability evaluation of the iandslide mass . a 3d mechanical model of the i ands iide mass has been establi shed and a f ormu i a for stability calculation has been further deduced , which has been adopted for practical use of the upgrade project in the badu ( k343 ) landslide and is well grounded on the fact
对滑坡体几何形态、变形特征和成因机制进行了综合分析和深入研究，应用极限平衡法对八渡滑坡稳定性做出了客观评价；最后建立了八渡( k343 )滑坡的三维力学模型，并导出了三维稳定性计算公式，对其稳定性进行了分析评价，为八渡( k343 )滑坡工程治理提供了可靠理论依据。