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1)  vertical additional force
竖直附加力
1.
Study on variation of vertical additional force on shaft lining by simulation tests;
井壁竖直附加力变化规律模拟试验研究
2.
Relationships between vertical additional force and depth as well as other influence factors are studied.
研究了表土段立井井壁的破裂情况;通过模拟试验,首次探讨了井壁破裂的机理;继而研究了竖直附加力沿深度的变化规律、竖直附加力与影响因素间的关系;指出了井壁破裂防治技术的路线和方向。
3.
The shaft lining additional strain would have sine waves and would be in an accumulated state in numerical under the joint role of the vertical additional force and temperature and would have the obvious periodicity and predictabilit
井壁附加应变受竖直附加力和温度共同作用,在数值上表现出正弦波动并逐渐积累的态势,具有明显的周期性和可预见性。
2)  vertical additional stress
竖直附加力
1.
Based on the engineering background of actual well,with the numerical simulation method,the paper analyzes the influence on shaft lining vertical additional stress owing to freezing pipe etching.
通过该值与底部含水层疏排水引起的竖直附加力的对比分析,冻结管腐蚀给井壁所带来的附加力不能忽视,底部含水层长期疏排水和冻结管腐蚀对井壁破裂均产生影响。
2.
The results show that this technique can effectively improve the stress condition of shaft lining and the vertical additional stress of the shaft lining be released and restrained.
研究表明,表土层注浆加固井筒周围的含水层能够有效改善井壁的受力状态,缓释和抑制井壁的竖直附加力,深部的应力缓释效果最明显,向浅部依次递减。
3)  additional vertical force
竖直附加力
1.
The simulation proves that the asphalt filling can transmit the additional vertical force,and obtains the transmitting fracture mechanism,the transmitted value and the suitable thickness of the asphalt filling.
以相似理论为基础,用模拟试验研究了有沥青夹层的复合井壁,得到了沥青夹层的适宜厚度,传递竖直附加力的规律和数值;同时研究了外层井壁的可压缩层材料,获得可压缩层材料与传递到内层井壁的竖直附加力的关系。
4)  vertical additional force of mine shaft liner
井壁竖直附加力
5)  vertical additional force
竖向附加力
1.
Back analysis of vertical additional force on shaft lining based on monitoring information and its failure analysis
基于井壁监测信息的竖向附加力反演及井壁破坏分析
2.
After the test, the data calculation showed that under the vertical additional force, the mine shaft lining connector has good vertical compressed deformation featu.
通过试验和数值计算表明:在竖向附加力作用下,该接头具有良好的竖向压缩变形特性、很强的抗侧压能力和可靠的防水、防漏性能,并且实验结果与数值计算结果基本一致。
6)  additional vertical stress
附加竖向压应力
1.
Universal calculation formula of additional vertical stress under bridge abutment due to embankment and conical slope;
桥台地基附加竖向压应力通用计算公式
补充资料:赤力力
1.亦作"赤历历"。 2.象声词。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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