slope failure信息详情
边坡破坏;滑坡;山泥倾泻;斜坡崩塌
slope───vt.倾斜;使倾斜;扛;n.斜坡;倾斜;斜率;扛枪姿势;vi.倾斜;逃走
failure───n.失败; 失败的事/人; 没做到; 故障; 破产; 歉收;n.失败;故障;失败者;破产
glacis slope───冰川斜坡
park slope───公园斜坡
slope coefficient───(粘温特性曲线的)斜率;[统计]斜率系数
ski slope───n.[体]滑雪斜坡
slope default───坡度默认值
slope down───下坡;递减
dry slope───(练习用)人造滑雪斜坡
The economic benefits gained in this way can be negated by a major slope failure.───以这种方式得到的经济利益,可能被一次大的边坡破坏所抵消。收藏。
No damage was reported to any concrete dam except a minor slope failure at one reservoir formed by a concrete dam.───由一座混凝土大坝拦截的水库库璧有轻微滑坡外,所有混凝土大坝都没有遭到破坏。
A certain large gently inclined cut slope was destructed by its rock slope failure due to top soil sliding.───某大型缓倾陡节理路堑边坡,在上部薄表土滑动作用下岩质坡体倾倒破坏。
No damage was reported to any concrete dam except a minor slope failure at one reservoir formed by a concrete dam.───出了由一座混凝土大坝拦截的水库库璧有轻微滑坡外,所有混凝土大坝都没有遭到破坏。
Research shows that the main types of slope failure are slope surface debris flow and stone falling.───研究表明破坏类型主要为坡面碎屑流、崩塌落石,但未造成沿线欠稳定边坡的整体破坏;
The slope failure starts from part failure firstly, and then touches the extension one by one. Finally, great damage is caused.───边坡破坏是首先从局部破坏开始,然后逐点扩展,最终产生大规模破坏的渐进过程。
Research of hydraulic properties of groundwater, which is one major factor inducing slope failure, is a key task in slope engineering field.───地下水作为边坡失稳破坏的主要诱发因素之一,其水力学特性是边坡工程领域一项重大的研究课题。
The destructive types (transform types of the slope failure) are landslides, debris flow or debris-rock flow. 4.───落石堆积的破坏型式为滑坡、泥石流或碎屑流;
Slope stability analysis is the basis for the prevention and control of slope failure.───边坡稳定性分析是边坡病害防治的基础。
The slope failure is a complicated process with the rock soil body's slide, translation and rotation, which has uncontinuity in macroscopic view and randomness of a single block movement.
The slope failure starts from part failure firstly, and then touches the extension one by one. Finally, great damage is caused.
Data automatically measured is used to build the evaluating models, including a deterministic model and a reliability model for seepage, and a cusp catastrophic model for slope failure.
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