surface n. 1.表面;地面;水面;广场,空地。 2.外观,外表,皮毛。 3.【几】面;切口;【航空】翼面。 adj. 表面的;地面的,水面的;外观的,外表上的;(对高架及地下铁路说的)平地上的;(对矿井内说的)矿井外的。 an adjusting surface 【航空】调节板。 a supporting surface 【航空】支持面积。 a plane surface 平面。 surfaces in contact =rubbing surfaces 摩擦面。 look at the surface only 只看外表。 One never gets below the surface with him. 人们无法看透他的内心。 a surface raider 海上突击舰。 look below [beneath] the surface of things 看到事物的内部。 of the surface 外观上的,表面的。 on the surface 表面上,外表上。 vt. 为…装面[配面],对…作表面处理;使成平面;掘开…的地面;铺(路面);使(潜艇)浮出水面。 vi. 地面采掘,井外劳动;浮出水面。
Scientists , studying this subject further split their cuttings lengthwise . to their surprise , they made another interesting discovery . a good many more buds grew on the right - hand side of the split surface than on the left . they split the sticks again and found that the buds again grew on the right side 研究这一课题的科学家们进一步把他们砍下的枝条纵向切开,使他们惊讶的是,他们又获得另一项有趣的发现。切口表面右侧长出的嫩芽比左侧多得多,他们把枝条再切开,发现嫩芽还是长在右侧。
Because of the uncertainty of the geological factor , the complexity of high slope project and the particularity of anchor cable project , after the slope is excavated , according to slope ' s stratum rock , weather degree , broken degree , split surface , slope body structure and moisture state , etc , check , analyse and judge reality synthetically , protect and strengthen and design dynamically the high slope , guarantee the stability of slope body and security structure 摘要由于地质因素的不确定性,高边坡工程复杂性和锚固工程的特殊性,待边坡开挖揭示后,根据边坡的实际地层岩性,风化程度、破碎程度、构造裂面、坡体结构和含水状态等因素,综合校核和分析判断是否实际,对高边坡防护加固进行动态设计,确保坡体稳定结构安全。
And when going on reliability analysis of slope stability , confirm with critical split surface using traditional definite value analysis method ( namely most dangerous sliding surface ) , then calculate reliability index and failure probability of slope in this sliding surface . compare with using trial method to look for critical sliding surface in the past , it reduces time of calculating greatly , improves computational efficiency , can get safety coefficient and failure probability of slope stability at the same time 并且在进行边坡稳定可靠性分析时,用传统的定值分析方法确定公路边坡的临界滑裂面(即最危险滑裂面) ,然后以此为基准计算边坡的稳定可靠指标及边坡失效概率,与以往寻找临界滑裂面的试算法相比,大大减少了计算时间,提高了计算效率,可以同时求得边坡稳定安全系数和边坡失效概率。