1) the average side stress
平均侧向压应力
1.
Starting from the relationship analysis between the axis force of soil-nailing and the average side stress of soil body,The calculationformula of distributing disciplinarian for the average side stress of soil body is proposed and discussed.
根据深基坑支护中土拱效应的作用原理,把土钉与土共同作用下的复合土体看成是一个整体,通过对土钉的轴力与土体平均侧向压应力之间关系的分析,给出了土体平均侧向压应力分布规律的计算公式并进行了讨论,以此公式为依据推导了土钉支护边坡水平间距与竖直间距临界值的计算公式,通过某一工程对土钉布置的验算,对公式的可靠性进行了验证。
2) average compressive stress
平均压应力
3) equivalent lateral compressive stress
等效侧向压应力
1.
A constitutive relationship for square concrete-filled steel tube with binding bars (square CFT-WB) is put forward based on the analysis of interaction within the components of square CFT-WB and the conception of equivalent lateral compressive stress.
对带约束拉杆方形钢管混凝土轴压构件的力学机理进行分析,借鉴约束混凝土本构模型,基于等效侧向压应力的概念,提出适合带约束拉杆方形钢管混凝土柱数值计算的核心混凝土本构关系,并结合有关试验结果对本构关系中的参数进行确定。
4) lateral stress
侧向应力
1.
Around the stability of foundation Pits, qualitative analysis about soil lateral stress change after excavationis covered in this paper.
围绕基坑稳定的问题，定性地分析了开挖（卸荷）后土体中侧向应力的变化，重点在于卸荷土体静止侧向压力系数的确定。
2.
The change in the lateral stress is obtained during the water uptake test on compacted sand-bentonite mixtures which is transited from unsaturated to saturated states.
压缩试验中量测了侧向应力,由此得到的饱和膨润土的静止侧向压力系数值较一般黏土的数值要大。
5) confining pressure
侧向压力
1.
An equipment for dynamic direct tension tests of rock material under confining pressure;
有侧向压力的岩石材料动态直接拉伸试验装置
6) lateral pressure
侧向压力
1.
Study on calculation of lateral pressure under action of subsurface water;
地下水作用时侧向压力的计算
2.
An experiment was arranged to detect how the lateral pressure changes as the lumpiness and strength of rock block vary during compacting.
通过试验得出松散岩块在压实过程中 ,侧向压力随岩石块度及岩石强度的变化规律 。
3.
In this paper the influence values derived from Boussinesq s solution for estimating the lateral pressure in soil are obtained due to uniformly distributed load on a rectangular area.
文章以Boussinesq公式为依据，获得了均布荷载作用于矩形而积上时计算地基内侧向压力的方法。
补充资料：极限应力平均差
分子式：
CAS号：
性质： 测出的最大作用力偏离平均作用力的值与无应力时试样的截面积之比；单位为Pa。是动态力学加载形式选择上所关心的参数之一。该值愈大，说明所加负载的应力振荡值较大。反之，说明所加交变应力比较平稳。
CAS号：
性质： 测出的最大作用力偏离平均作用力的值与无应力时试样的截面积之比；单位为Pa。是动态力学加载形式选择上所关心的参数之一。该值愈大，说明所加负载的应力振荡值较大。反之，说明所加交变应力比较平稳。
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