1) integral stability of foundation pit
基坑整体稳定性
1.
Using computer procedure to check calculation for integral stability of foundation pit,the procedure searches the critical sliding surface in two direction by changing the position of top and bottom point of sliding surface,and ascertains the critical sliding surface by choosing and comparing,which break away from the experiential method,the procedure is simple,convenient and exact.
用计算机验算基坑整体稳定性,通过改变基坑滑动面顶端和底端的位置,运用计算机程序进行逐级两向搜索,通过选择和比较确定出最危险滑动面,不局限于经验方法,程序使用简便,计算快捷、准确。
2) stability of foundation pit
基坑稳定性
1.
In consideration of the fact that the method commonly used for stability evaluation of foundation pits cannot fully reflect the stability of foundation pits, the interference-energy theory is introduced, and an interference-energy method for stability evaluation of foundation pits is proposed.
基于现有基坑稳定评判方法不能全面表征基坑稳定性的缺陷 ,将干扰能量理论引入到基坑稳定评判中 ,提出了基坑安全稳定评判的干扰能量法 ,从能量的角度比较全面地评价基坑的整体及局部稳定性 。
5) pit slope stability
基坑边坡稳定性
1.
Analysis of pit slope stability in the Quaternary alluvial fan of the Yongding River,western Beijing,China;
北京西部永定河第四纪冲积扇基坑边坡稳定性分析
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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