modified stress method 修正应力法
Modified plane stress 修正平面应力
stress modified 应力修正
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。
To this end, the wall function of the sub-grid Reynolds stress model was modified to obtain a better result.
针对这一问题，修正了亚格子雷诺应力模型的壁面函数，得到了较好的计算结果。
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。
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