1) bolted layered rock mass
加锚层理岩体
2) bolted discontinuous rock
加锚节理岩体
1.
Study on bolted discontinuous rock mass by composite element method;
加锚节理岩体的复合单元法研究
3) anchored rock mass
加锚岩体
1.
Combined element model for anchored rock mass with consideration of interface properties;
考虑界面特性的加锚岩体组合单元模型
2.
The interface stress element model for anchored rock mass;
加锚岩体的界面应力元模型
3.
The present method for the analysis on stability of anchored rock mass is based on the conventional one,in which the anchoring bar is considered only as an anti-slide force,without consideration of the effect of anchoring bar on the stress distribution on the slide surface.
作者以一种新的思路来分析加锚岩体的稳定性,其中的一个重要思想是:滑裂面的极限抗剪强度是在滑裂面发生一定相对错动后才能完全发挥。
4) model of reinforced jointed rock masses
加锚节理岩体模型
5) anchoring discontinuous joint rock mass
加锚断续节理岩体
1.
Based on the hypothesis of equivalent strain energy, the constitutive relation of anchoring discontinuous joint rock mass under the state of complex stress and damage evolution equation are established, and applies it to the stability analysis of high slopes of Three Gorges Flight Lock.
按应变能等效假设及自洽理论建立了加锚断续节理岩体在复杂应力状态下的本构关系及其损伤演化方程，并将其应用于三峡船闸高边坡稳定性分析中。
6) bolted discontinuous jointed rock mass
加锚节理裂隙岩体
1.
A 3D constitutive laws and the damage evolutions of bolted discontinuous jointed rock mass are used to evaluate the stability and deformability of the surrounding rock mass during excavation and supporting.
三峡地下电站厂房窑洞口围岩属于一种断续节理裂隙切割的节理岩体，对主厂房与窑洞口相接处围岩的稳定情况，应用三维加锚节理裂隙岩体的本构关系、损伤演化方程来评价此类岩体稳定性和变形行为。
补充资料：理体
【理体】
（术语）万有之本体，谓理性也。
（术语）万有之本体，谓理性也。
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