礫石壩 的英文怎麼說

中文拼音 [dàn]
礫石壩 英文
gravel bar
  • : 名詞(小石塊; 碎石) gravel; shingle
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : 名詞1 (攔水建築物) dam2 (固堤建築物) dyke; embankment 3 [方言] (沙灘; 沙洲) sandbar; sandba...
  • 礫石 : gravel; grail; dirt礫石層 gravel layer; 礫石堆 ruckle; 礫石堆積 xalsonte; 礫石混凝土 gritcrete; ...
  1. A brief introduction is given to the treatment of the zeya dam foundation, principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir. as for the excavation of the sand - gravel zones, except the toe slab and its 1 / 9 bottom width down stream, the alluvial layers are excavated to the micro - weathered rocks, while the other sections remain unexcavated. regarding to the treatment of the fracture zones, concrete filling is used for the toe slabs and semi - permeable materials are used for other section. according to the construction characteristics, a filter is placed in the down stream embankment foot. to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted. as a result safety, economic benefit, convenience in construction and good performace are achieved

    簡要論述澤雅水庫面板堆基處理和防滲的原則及設計要點.趾板基礎和堆體各區砂基礎開挖,除趾板與其下游1 / 9底寬范圍以及腳挖除沖積層至弱風化(局部微風化)基巖外,其餘部分均予以保留.斷層破碎帶處理,趾板部位採用混凝土塞,其它部位採用半透水料置換,並根據本工程特點在下游腳加設了反濾層.為提高基的整體性和防滲性能,對趾板進行了固結和帷幕灌漿.達到了安全、經濟、便於施工的目的,運行情況良好,可為面板堆的設計和研究提供參考與借鑒
  2. The dam of mania hydroelectric project is a soil - rock dam with spreading gradation soil of core wall. the height of the dam apices is 4261. 3m and the maximal height is 76

    滿拉水利樞紐工程攔河為寬級配質土心墻土頂高程4261 . 3m ,最大高76 . 3m 。
  3. 3m. as for lack of construction experience in using spreading gradation soil as the permeation proof body in our country at present, the author has studied the soil material carefully

    針對目前國內尚沒有寬級配質土作為高土防滲體的實際施工經驗,對土料進行了較為詳細的試驗研究工作。
  4. The cushion layer for the dam is constructed with the material prepared mainly with natural sandy gravel and mixed with proper amount of pebble and coarse sand

    墊層料採用以天然砂料為主、摻入小和粗砂以調整級配的方式生產。
  5. Among the 130 debris flow valleys, dazhai gully suspends high on the up range of baihetan hydropower station, with an altitude over 970 m and a drop more than 350 m. gravels, mud and flood in this valley brings the construction site in great danger. 3 kilometers upriver from the mouth of dazhai gully, lies the haizi gully, which is also frequented by debris flows, but will be taken as the dumping site for the construction

    庫區130條泥流溝中大寨溝以溝口海拔970餘米的高程和350餘米的落差高懸于白鶴灘水電站的大上方,其溝內泥流帶來的、泥沙與洪水直接威脅著電站建設工地和樞紐的安全;緊鄰大寨溝溝口上游約3km的海子溝則為一條泥流活動頻繁的溝谷,因其出口將作為水電站建設的棄渣場地,流域內的泥流活動關系著水電站建設中棄渣場的安危。
  6. Study on stability of percolation of sandy gravel layer of xiaolangdi dam foundation

    小浪底大基砂層滲透穩定性研究
  7. This article discussed the application of shear stress pairing method to evaluation dam base vibration liquefaction of earth - fill dam according to the problem that the sand and gravel layer of main dam base could be liquefied in the condition of seismic intensity grade vll in the design of nierji hydro project

    本文結合尼爾基水利樞紐工程設計中主基砂層( < 5mm含量> 30 =在地震裂度級工況下可能發生液化的問題,探討了用剪應力對比法在評價土基震動液化中的應用。
  8. Transient seepage analyses for gouhou concrete faced rockfill dam were conducted using the unsaturated soil seepage theory

    摘要利用非飽和土滲流理論,對溝后混凝土面板砂礫石壩進行瞬態滲流數值模擬。
  9. The foundation of gated - weir of the wanbahe power station is located on quaternary deposit which is soft

    摘要灣河水電站閘基坐落在第四紀砂覆蓋層上,屬于軟基上建閘。
  10. To determine if the dam base been liquefied through contrasting the shear stress which caused sand and gravel layer liquefied measured from indoor dynamic triaxial teat with calculated shear stress caused by earthquake in different depth of sand and gravel layer. and according to result of comparison to direct the design scheme of dam base

    根據室內系統的動三軸試驗測定的砂層液化所需的剪應力與計算的砂層中不同深度處由地震引起的剪應力相對比,從而最終判定基是否液化,並根據該結論指導了基設計處理方案。
  11. Through grouting practice of design and construction, it is proved feasible and cheaper to use dam heavy curtain grouting technology for leakproof and bracing for foundation pit in the sandy gravel stratum

    通過一灌漿工程設計和施工實踐,說明了在含水量高補給充分的砂層中運用大帷幕灌漿技術進行基坑止水和支護的可行性和經濟性。
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