1) heave stability
隆起稳定性
1.
The heave stability of deep foudation pit is effected by a number of random and fuzzy factors.
深基坑工程的坑底隆起稳定性受多种随机性与模糊性的因素影响。
4) heave-resistant stability
抗隆起稳定
1.
Two types of heave-destruction of foundation pit induced by less inserting depth have been summed up;and then the formulas for safety factor of heave-resistant stability calculated through arc-sliding method have been researched.
总结基坑由于插入深度不足导致的坑底隆起破坏的两种形式,研究基坑抗隆起稳定安全系数Ks计算公式的适用性及局限性,指出常用公式的错误,给出考虑因素更多、更适用的修正公式,并对修正公式的敏感性进行分析。
2.
Applying the anisotropy constitutive theory of soft clay into the analysis of heave-resistant stability for deep excavation, the relationship of safety factor for s.
对上海及台北的数十个深基坑工程实测进行总结分析,探讨墙体的最大水平位移、墙后地表沉降的变化范围、发生位置及二者之间的数值关系,应用各向异性理论分析深基坑抗隆起稳定;根据工程实测结果,探讨各向异性抗隆起稳定安全系数与墙体最大水平位移之间的变化关系,并依照深基坑变形控制标准,制定抗隆起稳定安全系数取值标准。
5) basal heave stability
基坑抗隆起稳定性
1.
In view of the problem of deep foundation pits, the fall short of presently calculating method about basal heave stability is indicated.
针对目前深基坑工程现状,指出了目前基坑抗隆起稳定性计算方法的不足。
6) safety factor of heave-resistant stability
抗隆起稳定安全
补充资料：隆起
隆起
指从机体或某器官的表面(或腔面）向外突出的结构，此突出结构较缓平，基底面较宽，常呈圆隆状。
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