1) exponential strength criterion
指数型强度准则
1.
The exponential strength criterion with direct form denotes influences of the minor principal stress and intermediate principal stress on strength.
指数型强度准则利用显式函数表示最小主应力和中间主应力对强度的影响,强度准则参数具有明确的力学含义;常规三轴压缩强度表明,随着正应力增大,剪切强度趋于常数,而破裂角趋于45°;但Mohr应力圆与外包络线在切点附近差异较小,且岩石并非均匀各向同性材料,实际破裂角与理论破裂不会完全一致。
2) multi-parameter strength criterion
多参数强度准则
1.
On definitions of safety factor based on multi-parameter strength criterion;
基于多参数强度准则的安全系数定义问题
3) power function strength criterion
幂函数强度准则
4) failure criterion
强度准则
1.
Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion;
基于非线性Mohr-Coulomb强度准则下锚索极限抗拔力研究
2.
From these points, a new failure criterion is given based on the prerequisite that the action of the whole three principal shear stress couples acting on the dodecahedron element should be taken into account in the establishment of failure criterion.
在分析 Mohr-Coulomb 强度准则和双剪统一强度准则的基础上,提出了主剪面应力对和主剪面应力对的作用这 2 个新概念,并以此为出发点,通过考虑十二面体单元主剪面上所有 3 个主剪面应力对的共同作用,在双剪强度准则的基础上提出了一个新准则,并对其作了极限线分析。
3.
Based on these concepts,a new failure criterion is given out for geomaterial.
在分析Mohr-Coulomb强度准则和双剪统一强度准则的基础上,提出了主剪面应力对以及主剪面应力对的作用这2个新概念,并以此为出发点,通过考虑十二面体单元主剪面上所有3个主剪应力对的共同作用,提出了一个有关岩土类介质的新强度准则。
5) strength criterion
强度准则
1.
A simplified strength criterion for concrete under biaxial stresses;
一种砼二轴应力状态下的简化强度准则
2.
Standard space theory of strength criterion for anisotropic internal friction materials;
各向异性内摩擦材料强度准则的规范空间理论
3.
A model of the strength criterion of shale;
页岩强度准则的一种模式
6) strength criteria
强度准则
1.
Based on this test,failure mechanism has been widely researched;and shear strength criteria have been put forward,such as Jennings method,Lajtai rock theory,shear theory in fracture mechanics,combined failure theory of tensile and shear.
基于典型的直剪试验,国内外学者提出了非贯通节理岩体贯通破坏机理,并建立了相应的强度准则,如Jennings方法,即加权平均强度理论和强度准则、Lajtai岩桥破坏理论和强度准则、断裂力学的II型破坏理论和强度准则,拉剪复合破坏和强度准则。
2.
A new strength criterion was deduced based on the existed strength criteria for cohesionless soil such as the SMP model and the Lade model.
基于SMP准则和Lade强度准则,推导出新的无黏性土强度准则表达式,它较好地反映了单个主应力对滑动面的交叉影响,而不是仅局限于中主应力的影响。
3.
This paper studied Hoek s rock strength criteria and then applied the criteria to the evaluation of rock mechanical parameters of Xiaowan dam shoulders.
对霍克岩体强度准则进行研究，然后应用于小湾拱坝坝肩岩体的力学参数预测中，可供工程参考使用。
补充资料：指数
指数
①表示一个数自乘若干次的数字，记在数的右上角，例如32，43， 6n，右角上的小数字2，3，n。②根据所测量值以表达不能精确测定值的公式。如*心指数。
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