沙崩 的英文怎麼說
中文拼音 [shābēng]
沙崩
英文
sand avalanche-
The erosive and sedimentary behaviour of the shifting sand mimics an ever - changing terrain of windswept hills and of avalanches tumbling down steep slopes
流沙的侵蝕及沉積作用生動地模擬了由迎風山丘及山崩所不斷塑造的地貌。By the phenomenon came from critical sand - gravel granular mixtures slope experiment, the falling causation, form, scale, and preventing principal in sliding - sand slope were discussed. the causation can be drawn : the slope received sands from the slope top continuously ; non - uniform degree and granular size in strong weathering environment may be changing ; and the restrain in slope foot was weakened. these factors, cause the fal
結合乾燥沙石臨界單面坡實驗現象觀察，對溜砂坡災害的產生原因、崩塌特性及防治原則進行了討論，提出溜砂坡崩塌的三個主要成因：寒凍風化引起上部沙粒來源的持續不斷；坡面的風化作用使顆粒進一步均勻、細化，造成原來處于亞臨界而穩定的坡面達到臨界而容易失穩；坡腳對牽引式崩塌的制衡作用削弱，易受坡腳干擾而誘發。Sand soil was piled inside in order to prevent the site from collapsing
為預防探坑崩塌，堆積沙土于探坑內。The gullies are formed by the processes of infiltration - interflow - collapses. ( 2 ) in the slope with sand - loess, the major factors of water erosion are the rainfall intensity and rainfall amount of annual first rainfall. ( 3 ) in the region, the evolution processes of slope gully system results from alternative actions of sand deposition and water erosion
（ 1 ）有片沙覆蓋的斜坡小區，徑流量少，但徑流含沙率大，坡溝的形成過程是：垂直滲流坡地潛流崩塌； （ 2 ）在沙黃土斜坡小區，每年春末夏初降雨的強度及降雨量是決定坡面產沙量的關鍵因素； （ 3 ）該區坡溝系統的形成發育是風沙沉積、風蝕與水蝕交替作用的結果。During the retreat, master led us in fortifying the sand embankments nearby, which showed signs of collapse. we also dug a deeper riverbed for the creek
當時，師父曾為了沙岸一直崩塌，而要大家一起再鞏固沙岸，並將排水的小河流挖深。The six sea walls constructed in xiamen seacoast from 1953 to 1979 not only changed original nature environment, but also produced many application quaternary problems : tide - absorbing capacity reducing, and the bay silt up increasing ; the coast erode going into worse, and part of coasts collapsing and falling back ; intertidal zone mangrove disappearing, and ecosystem environment being destroyed ; sand beach in seashore running off severely, quantity of sea water falling, and marine products being reduced sharply
摘要1953 - 1979年廈門沿海修築的6條海堤不僅改變了原有的良好自然環境，而且產生了諸多應用第四紀問題：納潮量減少，港灣淤積加重；海岸侵蝕作用加劇，部分海岸崩塌後退；潮間帶紅樹林消失，生態環境遭到破壞；海濱沙灘流失嚴重，海水質量下降，水產養殖銳減。They wanted to avoid frightening them, and to let them go quietly on to shamshevo, and then, joining dolohov who was to come that evening to a trysting - place in the wood, a verst from shamshevo, to concert measures with them, from two sides to fall at dawn like an avalanche of snow on their heads, and to overcome and capture all of them at a blow
讓他們順利地抵達沙姆舍沃村，在那裡，他和多洛霍夫一道進行襲擊。多洛霍夫按約在傍晚時分來到離沙姆舍沃村一里多路的看林人的小屋商談，預計次日黎明行動，兩面夾擊，像雪崩一樣打他個劈頭蓋腦，殲滅運輸隊並繳獲全部物資。On the basis of a full investigation and study and an integrated analysis of the geological setting and rock - mass mechanical environment of the bank slopes of the hydroelectric project area on the mainstream of the jinsha river and by combining the qualitative analysis with the quantitative evaluation, the authors calculated the instability of the sliding masses according to 1 / 8 and 1 / 11 of the total cubic capacity of the materials falling into the river and the surge wave heights at the falling sites as well as at the xiangjiaba and xiluodu dam sites and in adjacent townships according to the calculation method of the surge wave diagram given by the american society of civil engineers, made the risk evaluation of the bank slope instability with respect to the operation safety at the dam, safety of the cities and townships around the reservoir and safety of the reservoir operation, and put forward precautionary measures for bank slope instability
摘要筆者通過調查研究和綜合分析金沙江幹流水電工程區岸坡地質背景和巖體力學環境條件，定性分析與定量評價相結合，採用與三峽工程庫區岸坡失穩危險性評價相類比的方法，針對崩滑體失穩按總體積的1 / 8和1 / 11入江方量進行了計算和按美國土木工程學會涌浪圖解計演算法計算了入水點及在向家壩壩址、溪洛渡壩址和鄰近城鎮的涌浪高度，並圍繞大壩施工安全、庫區周邊城鎮安全，水庫運營安全等方面對岸坡失穩的危險性進行了評價預測，提出了岸坡失穩的防治對策。For example, in 1987, the stock market crashed, real estate took a dive, and savings and loan institutions were wiped out
1987年股市崩盤，房市也遭遇蕭條，而信貸市場則經歷了一次大浪淘沙。4. the non - linear interaction mechanism derived from the scale of system was discussed. the paper deemed that, falling sliding face is not a rectilinear type, the non - linear coupling of falling factors sharply enhanced in large sand - pile ; the stabilization of surface layer sands are different in the time and space, especially the stating probability is higher than halting, and probability of fault in slope foot is higher than top as well ; the faulting forms will be affected by bounder situation strongly
大尺度散粒體坡面的崩塌滑動面，一般並非直線形，在崩塌過程中的耦合作用將增大落沙規模；理想化的沿直線坡面滑動情況，坡面表層砂粒的穩定性也並不是在時間、空間上都均衡的，可以造成起動容易止動難，或坡角失穩概率大從而牽連整個坡面的情況；長大高陡坡面的失穩形式，可以受坡腳（邊界）的巨大影響。Underground water seeping in, as the water makes the sandy soil unstable it is not possible to continue excavating, thus the excavations came to a halt
地下水位冒出，由於水量豐富，導致界墻上的沙質相當容易崩塌，難以進行更深入的挖掘，因此暫停。The chung chi alumni footpath that winds along the streams has been scoured by years of rainfall and covered by quantities of sand and mud. an inspection of the banks of this stream in early 2003 showed multiple areas of collapse and the stream blocked by the resulting mud
崇基校友徑溪流，經過長年雨水沖刷，大量沙泥沉積，在2003年初檢查溪流兩旁的斜坡已有多處崩塌，溪澗淤泥阻塞。Rising middle mountains abounds with steep slops and cliffs and monoclinical middle mountains high slants. this make them easy to collapse in high slants and slope failure usually happens in acclinal slopes. regional geology structure exerts an obvious constraints on the water system of the dazhaigou - haizigou valley
斷塊隆升中山坡面多陡坡和峭壁，單斜中山的逆傾坡以峻坡為主，易產生林金沙江白鶴灘水電站庫區大寨溝、海子溝流域泥石流形成環境與流量研究料崩塌，而單斜中山的順傾坡上易形成滑坡。Consequently, the university applied environment - friendly methods to the problem, making use of the rocks and sand left by the collapse of the slopes along the streams to repair the banks on either side
故大學採取環保的方式，利用溪澗旁斜坡崩塌下來之碎石及沙泥，修築溪澗兩旁，並清走淤泥。分享友人