landslide（landslide中文歌词）

本文目录

• landslide中文歌词
• mudslide和landslide有什么区别
• Fleetwood Mac的《Landslide》 歌词
• 山体滑坡用英文怎么说
• landslide和landfall区别
• Landslides造句
• Landslide (Live Album Version) 歌词
• 滑坡的英文到底是landslip还是landslide
• landslide
• Landslides

landslide中文歌词

I took my love, I took it down 怀揣着我的爱，我将它放下I climbed a mountain and I turned around 爬上一座山，然后转身And I saw my reflection in the snow covered hills 我看到自己的映像在大雪包围的山里Till the landslide brought me down 直到山峰崩塌将我带下Oh, mirror in the sky, what is love?哦，天空之境，什么才是爱？ Can the child within my heart rise above? 在我内心中的孩子能够克服困难么？Can I sail through the changing ocean tides? 我可以在变换的海洋潮汐中自有的航行穿梭么Can I handle the seasons of my life? 我可以掌控自己人生的四季变换么？Well, I’ve been afraid of changing 好吧，我的确害怕改变’Cause I’ve built my life around you 应为我已经在你的身边建立了自己的生活But time makes you bolder 但是时光让你离我越来越远Even children get older and I’m getting older, too 甚至孩子们都开始长大了，我也变老了Well, I’ve been afraid of changing 好吧，我的却害怕改变’Cause I’ve built my life around you 应为我已经在你的身边建立了自己的生活But time makes you bolder 但是时光让你离我越来越远Even children get older and I’m getting older, too 甚至孩子们都开始长大了，我也变老了Yes, I’m getting older, too 是的，我也开始变老了Oh, take my love, take it down 怀揣着我的爱，我将它放下Climb a mountain and turn around爬上一座山，并且转过身 And if you see my reflection in the snow covered hills 如果你看见我的映像在那大雪包围的山里Well, the landslide will bring it down 那么，山崩将会将它带下

mudslide和landslide有什么区别

mudslide 是指有泥浆的山崩塌方，如泥石流
landslide 指一般的山崩，塌方，滑坡，不一定有泥石流。

Fleetwood Mac的《Landslide》 歌词

歌曲名:Landslide
歌手:FLEETWOOD MAC
专辑:The Very Best of Fleetwood Mac
(Stevie Nicks)
I took my love, I took it down
Climbed a mountain and I turned around
And I saw my reflection in the snow covered hills
’Til the landslide brought it down
Fleetwood Mac
Oh, mirror in the sky
What is love?
Can the child within my heart rise above?
Can I sail thru the changin’ ocean tides?
Can I handle the seasons of my life?
I don’t know...
Well, I’ve been afraid of changin’
’Cause I’ve built my life around you
But time makes you bolder
And I’m getting older too
Oh, take my love, take it down
Climb a mountain and turn around
And if you see my reflection in the snow covered hills
Well the landslide will bring it down
And if you see my reflection in the snow covered hills
Well the landslide will bring it down
The landslide will bring it down

山体滑坡用英文怎么说

• 山体滑坡翻译成英文是Landslides

• 山体滑坡
  landslide;
  大部分死亡是由山体滑坡和建筑倒塌造成的。
  Most of the deaths were caused by landslides and collapsing buildings.

landslide和landfall区别

意思不同。
landslide和landfall区别是意思不同,landslide意思是崩塌,塌方,滑坡,地滑,属性是动词,而landfall意思是着陆,属性是名词。所以landslide和landfall区别是意思不同。
区别是一个汉语词汇，有区分;辨别的意思。

Landslides造句

landslides 英
n. 滑坡; 山崩( landslide的名词复数 ); （山坡、悬崖等的） 崩塌; （竞选中） 一方选票占压倒性多数;
山体滑坡; 塌方;
The storm caused landslides and flooding in Savona.
风暴致使萨沃纳发生塌方和洪灾。

Landslide (Live Album Version) 歌词

歌曲名:Landslide (Live Album Version)
歌手:Fleetwood Mac
专辑:The Dance
I took my love, I took it down
I climbed a mountain and I turned around
And I saw my reflection in the snow covered hills
Till the landslide brought me down
Oh, mirror in the sky, what is love?
Can the child within my heart rise above?
Can I sail through the changing ocean tides?
Can I handle the seasons of my life?
Well, I’ve been afraid of changing
’Cause I’ve built my life around you
But time makes you bolder
Even children get older and I’m getting older, too
Well, I’ve been afraid of changing
’Cause I’ve built my life around you
But time makes you bolder
Even children get older and I’m getting older, too
Yes, I’m getting older, too
Oh, take my love, take it down
Climb a mountain and turn around
And if you see my reflection in the snow covered hills
Well, the landslide will bring it down
And if you see my reflection in the snow covered hills
Well, the landslide will bring it down
http://music.baidu.com/song/653761

滑坡的英文到底是landslip还是landslide

landslide
/ˈlændslaɪd/
a mass of earth, rock, etc. that falls down the slope of a mountain or a cliff （山坡或悬崖的）崩塌，塌方，滑坡，地滑
landslip
也指滑坡，但规模要小

landslide

landslide，想了解到关于landslide的更多攻略及相关信息吗，下面小编就来为大家带来landslide的分享！

划动浮空岛(LandSliders)怪物有哪些？划动浮空岛(LandSliders)怪物怎么打？接下来小编为大家带来划动浮空岛(LandSliders)怪物详解：

雪人兽：

特点：这只怪兽会在远处释放雪球，被雪球击中的话会冻结然后滑动一段距离，如果地图边缘没有围栏的话就会掉下去直接gameover，还是很危险的。

应对技巧：这只怪兽靠近他反而没有任何危险，碰到他也不会造成任何伤害他只会避开你，你甚至可以近身把它推下去，主要威胁就是远距离的雪球，注意闪避即可。

危险指数：★★★

跳跳龙：

特点:这是一只骑着跳板的萌龙，只会通过跳跃来追逐你，撞到他身上会直接gameover，碰到很多只的话还是很头疼的。

应对技巧：没有什么特殊的技巧，注意躲过并且远离它即可，如果关卡地形有很多池子的话也可以引诱他跳进池子里。

危险指数：★★★☆

仙人掌龟：

特点：这只乌龟的形象很有特点，顶着一株仙人掌，行动缓慢，但是碰到就会gameover，而且会对其他怪物造成伤害，相当于一个移动炸弹。

应对技巧：不慌不忙避开他即可，由于它行动很慢，几乎对我们没什么威胁。而且这只慢吞吞的小乌龟其实加以利用可以帮我们对付其他怪物，我们可以引诱其他怪物撞到这只乌龟身上，消灭其他怪物。

危险指数：★★★

棕熊：

特点：总是昏昏欲睡的懒熊一只，出场的时候一定是在睡觉，不过只要你一接近就会惊醒他，他会一直追着你不放。

应对技巧：这只熊只要不惊醒他还是没有任何威胁的，要是惊醒他的话还是要费一点力气逃脱他的，毕竟这只熊的速度比起前几只略快，不过还是可以逃脱的。

危险指数：★★★☆

愤怒的斗牛：

特点：只要发现目标就会疯狂冲向玩家的怪物，杀伤力非常大，注意不要被他发现了。

应对技巧：由于关卡都是浮空岛地形，玩家可以引诱他自己冲下悬崖掉下去，不过如果遇到很多只的话还是不建议多逗留，走为上计。

危险指数：★★★☆

巨大幽灵：

特点：真的非常大，通过一些机关才能触发遇见他，速度不慢，体形巨大，被捉住的话就完了。

应对技巧：三十六计走为上，遇见就撤吧，没别的方法了。

危险指数：★★★★☆

愤怒的棕熊：

特点：正处于愤怒中的棕熊，眼睛发红，速度和体形都有所提升，杀伤力很大。

应对技巧：由于速度和体形的提升，躲避的难度变大，遇见他尽快逃跑吧，不然又得重新开始了。

危险指数：★★★★

银色兔子：

特点：银色的兔子，性格温顺胆小，遇见玩家就会逃跑，甚至直接跳下浮空岛。

应对技巧：值得一提的是，捉住了银色兔子可以获得额外的收集道具，但是切记不要太贪，很容易追兔子追着追着自己也掉下去了，这样可是得不偿失。

危险度：★

金色兔子：

特点：金色的兔子，性格温顺胆小，和银色兔子一样遇见玩家就会逃跑，甚至直接跳下浮空岛，速度比银色兔子更快。

应对技巧：金色兔子的奖励更为诱人，捉到了会得到一定数量的金币，但是还是奉劝各位玩家不要过于追逐它，很容易就会碰到其他怪物或者直接不留神掉下浮空岛。

危险度：★

Landslides

Landslides can be some of the most challenging projects worked on by geotechnical engineers and engineering geologists. As discussed in many documents，landslides can cause extensive damage to structures and may be very expensive to stabilize when they impact developed property. In terms of damage，the National Research Council ( 1985 ) states:“Landsliding in the United States causes at least $ 1 billion to $ 2 billion in economic losses and 25 to 50 deaths each year. Despite a growing geologic understanding of landslide processes and a rapidly developing engineering capability for landslide control，losses from landslides are continuing to increase. This is largely a consequence of residential and commercial development that continues to expand onto the steeply sloping terrain that is most prone to landsliding. ”

Figure 13. 8 shows an example of a landslide and Table 13. 1 presents common nomenclature used to describe landslide features. Landslides are described as mass movement of soil or rock that involves shear displacement along one or several rupture surfaces，which are either visible or may be reasonably inferred. As previously mentioned it is the shear displacement along a distinct rapture surface that distinguishes landslides from other types of soil or rock movement such as falls，topples，or flows.

Figure 13. 8 Landslide illustration

Table13. 1 Common landslide nomenclature

Landslides are generally classified as either rotational or translational. Rotational landslides are due to forces that cause a turning movement about a point above the center of gravity of the failure mass，which results in a curved or circular surface of rupture. Translational landslides occur on a more or less planar or gently undulatory surface of rupture. Translational landslides are frequently controlled by weak layers，such as faults，joints，or bedding planes; examples include the variations in shear strength between layers of tilted bedded deposits or the contact between firm bedrock and weathered overlying material.

Active landslides are those that are either currently moving or that are only temporarily suspended，which means that they are not moving at present but have moved within the last cycle of seasons. Active landslides have fresh features，such as a main scarp，transverse ridges and cracks，and a distinct main body of movement. The fresh features of an active landslide enable the limits of movement to be easily recognized.

Generally active landslides are not significantly modified by the processes of weathering or erosion.

Landslides that have long since stopped moving are typically modified by erosion and weathering; or may be covered with vegetation so that the evidence of movement is obscure. The main scarp and transverse cracks will have been eroded or filled in with debris. Such landslides are generally referred to as ancient or fossil landslides. These landslides have commonly developed under different climatic conditions thousands or more years ago.

Many different conditions can trigger a landslide. Landslides can be triggered by an increase in shear stress or a reduction in shear strength. The following factors contribute to an increase in shear stress:

1) Removing lateral support，such as erosion of the toe of the landslide by streams or rivers.

2) Applying a surcharge at the head of the landslide，such as the construction of a fill mass for a road.

3) Applying a lateral pressure，such as the raising of the groundwater table.

4) Applying vibration forces，such as an earthquake or construction activities.

Factors that result in a reduction in shear strength include:

1) Natural weathering of soil or rock.

2) Development of discontinuities，such as faults or bedding planes.

3) Increase in moisture content or pore water pressure of die slide plane material.

Method of analysis for active landslide. Except in cases where the landslide fails because of a sudden loading or unloading ( such as during an earthquake ) ，the usual procedure is to perform an effective stress slope stability analysis. The actual slope stability analysis was performed by using the SLOPE / wcomputer program. Although the method of slices was originally developed for circular slip surfaces，the analyses can be readily adapted to planar or composite slip surfaces.

In order to calculate the factor of safety for the landslide based on an effective stress analysis，the following parameters were input into the SLOPE / wcomputer program:

1) Landslide cross section. The landslide cross section was developed by the engineering geologist.

2) Failure mass. As mentioned before，the computer program can efficiently search for the critical failure surface that has the lowest factor of safety. Another option is to specify the location of the slip surface.

3) G roundwater table. The location of the groundwater table should be determined from piezometer readings and input into the slope stability program.

4) Drained residual shear strength. The drained residual shear strength of the slide plane material should be obtained from laboratory tests using the modified Bromhead ring shear apparatus.

5) Shear strength of other soil layers. The effective shear strength parameters c’and Φ’ should be determined from laboratory shear strength tests，and the data is summarized.

6) Total unit weight. In laboratory testing of soil and rock specimens，total unit weights of the various strata should be determined.

Method of analysis for an ancient landslide. If an ancient landslide is discovered during the design stage of a newproject，the method of analysis would be similar to that as described above. Extensive subsurface exploration would be required so that the engineering geologist could develop a cross section of the ancient landslide based on subsurface exploration. The drained residual friction angle could be obtained from laboratory shear strength tests. The unit weight of the landslide could be estimated from laboratory testing of undisturbed specimens of the landslide materials.

A major unknown in the effective stress slope stability analysis of the ancient landslide would be the groundwater table. It is not uncommon that the groundwater table will rise once the project has been completed. This is because there will be additional infiltration of water into the landslide mass from irrigation or leaky pipes. The approximate location of the future ( long- term) groundwater table could be based on the local topography and presence of drainage facilities that are to be installed during development of the site. Once the cross section of the landslide，location of the slip surface，estimated location of the long-term groundwater table， residual shear strength parameters，and unit weight are determined，the factor of safety of the ancient landslide mass would be calculated by a slope stability program. The standard requirement is that a landslide must have a factor of safety of at least 1. 5.

Stabilization of slopes and landslides. If the analysis shows that the landslide has too lowa factor of safety，there are three basic approaches that can be used to increase the factor of safety of a slope or landslide: ① increase the resisting forces，② decrease the driving forces，or③ rebuild the slope.

1) Increase the resisting forces. Methods to increase the resisting forces include the construction of a buttress at the toe of the slope，or installation of piles or reinforced concrete pier walls which provide added resistance to the slope. Another technique is soil nailing，which is a practical and proved system used to stabilize slopes by reinforcing the slope with relatively short，fully bonded inclusions such as steel bars.

2) Decrease the driving forces. Methods to decrease the driving forces include the lowering of the groundwater table by improving surface drainage facilities， installing underground drains，or pumping groundwater from wells. Other methods to decrease the driving forces consist of removing soil from the head of the landslide or regrading the slope in order to decrease its height or slope inclination.

3) Rebuild the slope. The slope failure could also be rebuilt and strengthened by using geogrids or other soil reinforcement techniques. Other techniques could be employed during the grading of the site，such as the construction of a shear key. A shear key is defined as a deep and wide trench cut through the landslide mass and into intact material belowthe slide. The shear key is excavated from ground surface to belowthe basal rupture surface，and then backfilled will soil that provides higher shear strength than the original rupture surface. By interrupting the original weak rupture surface with a higher-strength soil，the factor of safety of the landslide is increased. During construction，the shear key is also normally provided with a drainage system. It is generally recognized that during the excavation of a shear key，there is a risk of the failure of the landslide. To reduce this risk，a shear key is usually constructed in several sections with only a portion of the slide plane exposed at any given time.

支挡结构部分词汇扩展

( 1) 挡土墙 ( Retailing wall)

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( 2) 基坑降水 ( Dewatering in foundation pit)

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( 3) 基坑稳定性分析 ( Stability analysis of foundation pit)

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( 4) 边坡工程 ( Slope engineering)

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