1) deformation failure criterion
变形破坏判据
1.
The deformation failure criterion of stochastic medium for estimating the surroundings safety was provided and was applied in an engineering example,which proved that the results of the research were reasonable and significant for the tunnel safety construction.
提出了随机介质变形破坏判据,并应用于隧道开挖对周围岩土环境的安全评价中。
2) failure criterion
破坏判据
1.
Research on entropy catastrophic regularity and failure criterion in the deformation and failure process of rocks;
岩石变形破坏的熵突变过程与破坏判据
2.
Study on slope failure criterion based on strength reduction and gravity increase method;
基于强度折减和重度增加的边坡破坏判据研究
3.
Study on plane instability model and failure criterion of horizontal-strata landslide
近水平地层滑坡平面失稳模型与破坏判据研究
4) damage criteria
破坏判据
1.
Numerical simulation was made on the thick- ness of mid-pillars in small internal tunnel with finite element method;fitting curve of maximum tensile stress,yield func- tion criteria and small interval was obtained through Griffith damage criteria and Drucker-Prager criteria.
用有限单元法对小净距隧道不同中柱厚度进行数值模拟,通过格里菲斯破坏判据以及德鲁克-普拉格判据,拟合出最大拉应力及各判据屈服函数与净距的拟合曲线,在保证其稳定的基础上,对小净距隧道最合理净距做出分析。
5) blasting damage criteria
爆破破坏判据
1.
The old and the new safety regulations for blasting are compared and the blasting damage criteria is analyzed.
对比了旧、新爆破安全规程并分析了其中的缺陷,对爆破破坏判据进行了讨论。
6) deformation damage
变形破坏
1.
This paper introduces the forms of deformation damage to high-filled embankment as well as the reasons of damage.
介绍了高填路堤变形破坏的几种形式及其破坏原因和采用了弹塑性有限元数值模拟的方法 ,对高填路堤路基下存在软弱土层情况引起的变形破坏问题进行了研究 ,并通过具体的工程实例 ,指出下卧软弱土层导致的沉降特征与软土层的埋深、厚度等密切相关 ,且路堤的破坏主要表现在地基的过大变形而导致的失
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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