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- soil shear failure around 土体剪切破坏
- This type of abuse often shows up as LRU failure around 200 to 300 hr TSO. 这种错误操作通常显示为LRU失效了200到300TSO小时。
- Direct shear apparatus (DSA) has been widely used in the world for testing soil shear strength in geotechnical engineering. 直剪仪是测定岩土体抗剪强度参数应用最为普遍的一种试验仪器。
- Based on shear failure of concrete, a simple strain-based model is proposed in this paper. 基于混凝土的剪切破坏,一个简单的应变为基础的模型在文章中被提出了。
- This author proposes to force roof carving to prevent shear failure by observing the mine pressure. 通过矿压观测，判断顶板来压方式，采取强制放顶，防止顶板剪切破坏。
- The model includes two parts: tensile damage described by TCK model and shear failure by RHT model. 模型分成两部分考虑：拉伸损伤用TCK模型描述，剪切部分则采用RHT模型。
- Bad weather, such as the heavy summer rains, after drouth, which saturate ploughed soil, reduce soil shear strength, facilitate masse soil movement, and instigate gullying. 恶劣的气候条件，比如久旱之后的夏季强降雨，使土壤耕地饱和，降低土壤切变力，容易使土壤移动，形成冲沟。
- Under higher confining pressure, shear failure occurs and under lower confining pressure creep failure occurs. 土体在达到峰值前经历了很长的塑性变形阶段。
- The testing results of soil shear strength in saturation condition and natural condition show that pore water pressure has a big influence on stabilit... 饱和状态和天然状态下土的抗剪强度试验结果表明,孔隙水压力对边坡稳定产生较大影响。
- In mining, if the hard roof is submitted to shear failure, the sidesteps might sink or even collapse. 摘要综放面开采过程中，坚硬顶板超前剪切破坏，会造成工作面台阶下沉，甚至工作面整体垮落。
- Patton, F. D., “Multiple Model of Shear Failure in Rock,” Proc. 1st Cong. of ISRM, Libson, pp.509-513, 1966. 苏怡维，岩石节理面微观力学模式应用性探讨，硕士论文，国立台湾大学土木工程学研究所，台北，1999。
- According to capacity design philosophy, brittle shear failure inside ductile members must be inhibited, to insure adequate rotation capacity of the plastic hinge. 按照能力设计思想,必须防止延性构件内部发生脆性剪切破坏,以确保塑性铰的转动能力。
- It is based on the tests results to study the mechanism of the shearing failure of reinforcement and unreinforcement soil. 同时，分析和解释了未加筋土的变形破坏和筋材在土体剪切破坏过程中的阻裂机理。
- The analysis shows that the variation of the formed mode before and after the excavation of roads, the plastic deformation due to too large backfill subgrade, the sliding, shear failure of th... 分析表明,道路开挖前后受力模式的变化、回填土路基过大的塑性变形及开挖界面的滑动剪切破坏是造成修复区路面损坏的主要原因。
- unsaturated soil shear strength theory 非饱和土抗剥强度理论
- The conceptions of shear failure line and desiccation hole zone have been put forward definitely, then the construction technics causation have been confirmed to be the predominant factor which cause the failure of ground. 明确提出剪切破坏线和失水空洞区的概念，确定出引发地表塌陷的主导因素为施工工艺原因。
- The as-built columns suffered shear failure at low strength and displacement ductility.Shear strength and hysteretic responses of the retrofitted columns were improved significantly. 试验结果表明，未加固柱的抗剪强度和延性都比较低，加固后柱的抗剪承载力显著提高，变形性能明显改善。
- Some plants push their roots deep into the soil. 一些植物的根深深长入土中。
- A Determination Method of Soil Shear Mo dulus in Pile Foundation 对桩周土弹性模量确定方法的探讨
- Influence of Soil Shear Strength Index on Slope Stability Analysis 土的抗剪强度指标对边坡稳定分析的影响
