rock bank

  • rock bank
  • 释义

    石岸

纠错 数据更新时间:2026-04-19 17:37:31
2、

In general, distribution of in-situ stress in bank slope and bottom of valley accordance with general zoning characteristics, but the influences of complex terrain, rock layer and structure are obvious.

总体而言,河谷岸坡和河谷底部应力分布规律具有河谷应力场的一般分区特征,但复杂地形、岩层和构造等方面的影响也十分明显。

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3、

The main kinds of the geological disasters are water loss and soil erosion, expansive soil hazards, rivers bank collapse, ground subsidence, water and soil pollution, landslide, debris flow, seawater intrusion, rock desertification in rocky area, etc.

广西主要地质灾害有水土流失、膨胀土地质灾害、河岸崩塌、地面塌陷、水土污染、滑坡、泥石流、海水入侵、山区石漠化等。

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4、

Dyke was there, at bay at last, his back against a bank of rock.

戴克就在那里, 到底可弄得无路可走了, 背靠在一块石壁上.

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5、

By investigating the fracture trace of epigenetic deformation in dam area of a hydropower station, silted tensile crack, a destructive mode of rock mass, controlled by rock mass structure is found except normal unloading destructive mode which is parallel to river bank slope.

通过对某水电工程坝区岩体结构的表生改造形迹调查,发现坝区除了发育与岸坡平行的正常的卸荷破坏方式外,还发育了一种破坏方式&夹泥型张裂隙。

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6、

Analysis of water-rock interaction characteristics and bank slope failure process of red-bed

红层水岩作用特征及库岸失稳过程分析

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7、

Jinping first stage hydropower station right bank slope rock mass random anchor construction

锦屏一级水电站右岸边坡岩体随机锚索施工

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8、

Being turned down in the market means curtains – it happened to Northern Rock in2007 and Midland Bank a quarter of a century before, and forced its sale to HSBC.

在市场中遭到拒绝就意味着终结&北岩银行(Northern Rock)2007年就遇到了这种情形,而25年前,米德兰银行(Midland Bank)亦是如此,并被迫卖给了汇丰(HSBC)。

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9、

The more notable of these waterfalls are the Steep Slope Waterfall, the Snail Bank Waterfall, the Dripping Bank Waterfall, the Giant Tree Rock Waterfall, the Skyhigh Waterfall, and the Guan Waterfall.

比较大的瀑布有陡坡瀑布、螺蛳滩瀑布、滴水滩瀑布、大树岩瀑布、连天瀑布、关脚瀑布等。

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10、

Comprehensive analysis, the left bank of the V# ridge "rock wall" after excavation of slope stability factor of the higher, the most adverse conditions ( rain+ earthquake) as 1.4888, the slope at steady state.

综合分析,左岸V山梁岩墙边坡开挖后的稳定性系数较高,最不利工况(暴雨+地震)为1.4888,边坡处于稳定状态。

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