说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 固结应力法
1)  consolidated stress method
固结应力法
2)  effective consolidated stress solution
有效固结应力法
1.
Based on consolidation theory of one dimension and theory of effective consolidated stress solution about strength increase of foundation, this paper gives a calculation way of consolidated degree which can reflect more loading realities and Calculation ways with effect of depth on strength increase about strength and stability.
根据一维固结理论和地基强度增长的有效固结应力法计算原理 ,给出了更能反映实际加载情况的固结度和考虑强度增长的深度效应的强度及稳定的计算方法 。
3)  consolidation stress
固结应力
1.
Research on relationship between permeability coefficient and consolidation stress of normal consolidation clay
正常固结软土渗透系数与固结应力关系研究
2.
It is shown that the stress paths together with the consolidation stress σc are the main external influential fac.
研究结果表明:应力路径与固结应力共同作用,成为影响堆石料剪切特性的主要外部因素。
3.
With free piston thin wall sampling technique and vacuum freeze drying method,undisturbed and remolded samples in different consolidation stress were made.
采取自由活塞薄壁取样技术与真空冷冻干燥法,制得不同固结应力水平下的原状样和重塑样,系统地分析了固结试验中原状样与重塑样在不同固结应力下的微观结构及参数的变化规律。
4)  over-consolidation stress
超固结应力
1.
For over-consolidated strata,land subsidence usually occurs under the critical condition that initial additional stress is larger than over-consolidation stress.
超固结地层发生地面沉降需要一个大于超固结应力的起始附加应力来驱动。
5)  consolidation stress ratio
固结应力比
1.
Effect of consolidation stress ratio on dynamic strength and dynamic pore water pressure of soil;
固结应力比对土样动强度和动孔压发展规律的影响
2.
The author of this article discusses varying regularity of pore pressure in saturaiton loess under different scale dynamic load,different form dynamic load,different vibrating frequency and different consolidation stress ratio.
本文论述了不同的动荷水平、动荷形式、振动频率、固结应力比条件下饱和黄土动孔压的变化规律,提出了计算平均孔压的经验公式,并在此基础上运用有限元方法,初步计算分析了饱和黄土地基中振动孔压的分布规律。
3.
Damping ratio is affected by the moisture,consolidation stress ratio,confining pressure and dry density of the compacted loess which increases with the increase of dynamic strain generally;and its value is distributed in 0.
阻尼比受含水率、固结应力比、干密度及围压等因素的影响,综合反映为随动应变的增加而增加,取值为0。
6)  dynamic consolidation method
动力固结法
1.
Vacuum drainage dynamic consolidation method for soft soil is discussed to bring forward some attention questions.
对真空动力固结法加固饱和软土的工艺进行探讨,提出了设计施工应注意的问题,确保真空降水动力固结法地基处理的效果。
2.
In combination with the project example for the pavement cracking due to back fill density of rainwater and se ̄wage pipe trough under roads not meet the design requirement,it should be consolidated by sleeve-valve type split grouting method and dynamic consolidation method.
结合工程实例,对道路下雨污水管槽回填密实度不满足设计要求而导致的路面开裂,采取袖阀式劈裂注浆法和动力固结法进行加固,并分析影响加固效果的原因以及总结值得吸取的经验教训。
3.
The mechanism,technology and application range of dynamic drainage consolidation method and dynamic consolidation method are compared.
对动力排水固结法与动力固结法在加固机理、施工工艺、适用范围等方面进行了比较,对目前采用该法施工的工程实例进行了分析,指出了动、静荷载联合作用加固软土地基时的临界填土厚度和孔隙水压力的主要影响因素,提出了有效加固深度的范围及最佳夯击能的确定方法。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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