Modified plane stress 修正平面应力
modified stress 修正应力
modified stress method 修正应力法
modified Reynolds stress model 改进的雷诺应力模型
modified equivalent stress model 修正等效应力模型
modified simplified stress method 修正简化应力调整法
The bridge foundation position is verified or modified through analyzing rock mass stress under bridge foundation at different bridge foundation positions.
通过对不同位置桥基基底岩体应力的分析，进行桥基位置的验证或修正。
Based on indoor tests, the physical properties, stress-strain relationship, intensity behaviors and compressibility of the modified soil with cement are studied in the paper.
通过室内试验，对水泥改良土的物理性质、应力-应变关系、强度特性、压缩特性进行了研究。
With the decrease of core sizes, the impact strength modified systems increases and the internal stress of modified systems decreases apparently, while shearing strength changes slightly.
随着核壳粒子橡胶相尺寸的减小，改性体系的冲击强度逐渐增加，内应力降低，但对体系的剪切强度影响并不显著。
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