塊體坡移英文怎麼說

塊體坡移 的英文翻譯

塊體坡移 例句

1. Based on study above, apply the maximum equilibrium method and the block theory to analyse and evaluate the man - made slope stability. at last, the remedy measures has been presented
   在此基礎上，采剛極限平衡理論和 塊 體 理論對工程邊 坡 穩定性進行分析評價，據此提出邊 坡 的整治建議。
2. The author successfully simulated the rapid sliding of avalanche soils on mild slope with saturated soils in flume experiments, and the longest distance that avalanche masses can move was studied
   通過水槽實驗，對崩塌土所能到達的最遠距離進行了研究，成功地模擬了崩塌 塊 體 在飽和度較高的緩 坡 上快速滑行的現象。
3. Firstly, according to the natural geology study of the quarry, the control structure planes are determined, which are cut to be building blocks by two sets of main joints. failure can occur due to the intensity weaken of the joint planes caused by excavation relief and rain immersion
   首先研究了采場的自然地質條件，確定了影響邊 坡 穩定的控制性結構面，即 塊 體 主要由兩組節理切割而成楔形 體 ，由於開挖卸荷及雨水浸泡，致使節理面強度減弱而發生破壞。
4. In this thesis, first, reasons and factors for the stability of loose rock dams were summarized according to the field surveys and certain expert ' s experiences. then, researches on block stability problems were reviewed, and according to the relationship between grain size and incipient velocity, it is found that the block weight is in direct proportion to 6 - 9 power of incipient velocity, and 50 % increase of the velocity will result in about 40 times change of the block weight. after that, experiments were conducted in a flume, focusing on the relationship between incipient velocity and some main factors including block weight, water depth over the dam, cross - section size, block material and river bed material
   本文首先根據散拋石壩損毀情況的現場調查資料，結合有關專家多年的整治經驗，總結出壩 體 的損毀原因及影響因素；對現有 塊 體 穩定性的研究成果進行回顧和總結，並針對散拋石壩的直接損毀現象，結合山區河流的水流、地形特點，利用 塊 體 粒徑與起動流速的關系，提出 塊 體 穩定重量與起動流速高次方成正比的概念，流速50的增長可能導致 塊 體 穩定重量接近40倍的變化；通過二維變 坡 水槽試驗，研究了壩 體 穩定的主要影響因素，包括 塊 體 重量、壩頂水深、斷面尺寸、 塊 體 材料（ 塊 石和卵石兩種） 、護底等，結果表明對于山區河流，試圖僅僅通過增加壩 體 單個 塊 體 重量或斷面尺寸來提高壩 體 穩定性效果甚微；最後，根據西部地區的自然、經濟、交通等條件，提出可以採用柔性混凝土鉸鏈 體 等一類整 體 性較好的護面層作為散拋石壩的防沖毀措施，以期取得良好的工程效果。
5. And the main contents of this dissertation are : ( 1 ) the engineering geological features of discontinuities in surrounding rock mass were analyzed on the basis of field geological survey and the preferred orientation of the main discontinuities were derived. then the displaceable blocks distributing on the roof and sidewalls of main chamber were searched out taking the intersecting relationship of discontinuities into consideration. then the failure mode and the coefficient of stability of the displaceable blocks were studied respectively
   主要內容包括：在野外地質調查基礎上，通過統計分析得到地下廠區結構面的優勢方位；對結構面工程地質特性進行了分析；根據結構面的空間組合關系，搜索出可能在主廠房洞室的頂拱和邊墻部位出露的 塊 體 ，並分析了各 塊 體 的可能滑 移 方式及其穩定性系數。

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