擋土的 的英文怎麼說

中文拼音 [dǎngde]
擋土的 英文
earth-retaining
  • : 擋Ⅰ動詞1 (攔住; 抵擋) keep off; ward off; block; resist 2 (遮蔽) cover; block; get in the way...
  • : 4次方是 The fourth power of 2 is direction
  1. Effect of foundation trench strength to endogen force and failure model of cantilever retaining wall

    基槽強度對懸臂式墻內力和破壞模式影響
  2. The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil - cement mixing piles. 3. with the analysis of various effecting factors on compound soil nailing, the paper holds a analysis of the mechanism ’ s essence of the compound soil nailing

    2 .深入分析了彈性模量,水泥攪拌樁彈性模量,水泥攪拌樁寬度,釘長度變化以及釘傾角變化對復合型釘墻變形性狀和釘軸力影響,以及水泥攪拌樁寬度在淤泥層以及砂層中對復合型釘墻支護變形性狀影響。
  3. Landslip preventive remedial works to slopes retaining walls

    斜坡防止山泥傾瀉修補工程
  4. But it is not maturated in some cases of the theory, especially of its dynamic character - istics and design method in anti - seismic

    然而加筋設計理論還不夠成熟,尤其在動力特性及動力設計方面。
  5. The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site

    原型觀測結果表明:碼頭岸坡內淤泥質粘層為水平位移最明顯層,靠近大部分樁頂都出現了不同程度向陸側傾斜,這與實際見到樁端傾斜狀況完全相符。
  6. This general form leads to the unification of coulomb ' s earth pressure theory and rankine ' s earth pressure theory, and makes the classical earth pressure theory to consummate, and enables the computation for retaining wall ' s engineering design to be more convenient

    一般形式提出,使朗肯壓力理論和庫倫壓力走向統一,使經典壓力理論得以完善,使墻工程設計時計算更加便捷。
  7. Research of the dynamic characteristics of reinforced earth structure has become a resistless important task when the express highway and express railway are built and the reinforced earth retaining walls are widely applied

    然而,隨著公路、鐵路提速及加筋結構應用領域拓寬,對加筋上結構進行動力方在研究已成為一個不可迴避重要課題。
  8. Design and application of multiple arch trestle type retaining wall of whole section construction

    全拼裝連拱支架式設計與應用
  9. Wave motion analysis of earthquake action on the toe of retaining walls

    墻墻趾地震作用波動分析
  10. The polymer - geogrid reinforced earth seismic characteristic from the analyse of the fea and the model experiment is a good base of deeply researching polymer - geogrid reinforced earth walls under earthquake and is referable to the preparation for design specification of geogrid reinforced earth walls subjected to seismic loadings

    本文通過有限元方法和模型試驗分析得出工格柵加筋動力行為特性,為將來進一步研究塑料工格柵加筋動力行為特性打下基礎,並將對制定工格柵加筋墻結構設計規范地震荷載部分有一定參考價值。
  11. As a whole, the research work of this dissertation can be summarized follows : 1. in accordance with my design patent, namely, reinforced earth retaining wall of r c net, and based on the analysis of the work mechanism, failure pattern, bearing capacity and stability of the reinforced earth, a new concept is expounded, namely, the reinforced earth wall which is thought of as a compound structure increase not only c but also ~ in comparison with non - reinforced earth. some bearing capacity formula are first introduced under the circumstances that the reinforced earth wall fails because of the breakage of material or inadequate cohesion between reinforcements and soil

    歸納起來,具體研究和所獲得一些重要成果如下: 1 、結合本人設計專利? 「鋼筋混凝網格式加筋墻」及工程實踐,在對加筋加筋機理、破壞模式、承載力和穩定性等方面進行深入分析基礎上,提出了一個新概念,即經過加筋后體作為復合結構與原體相比,不僅提高了內聚力,而且也提高內摩擦角;並在此前提下首次導出拉力破壞和粘著破壞兩種情形下承載力公式,然後進行了穩定性分析。
  12. Secondly, the static stress and strain characteristic of polymer - geogrid reinforced earth is summarized, the pulling stress distributing of the reinforced material in the earth walls, the interface characteristeric between the reinforced material and earth and the friction stress distributing between the reinforced material and earth are analysed

    然後,總結了塑料工格柵加筋靜應力應變特性一般理論,分析了塑料工格柵筋材在墻中拉應力分佈和塑料工格柵與界面特性以及筋間摩擦應力分佈。
  13. The earthquake damage of highway system shows that the failure of retaining structures is sometimes one of the main causes of road damage and bridge collapse

    公路工程震害表明,結構地震破壞,往往是造成道路受損、橋梁破壞主要原因之一。
  14. The main contents of testing the strength of subgrade abamurus using earthquake wave velocity are as follows : the influence of the lithology and strength of flag stones and the shape of block upon wave velocity, the influence of the strength of cement mortar upon earthquake wave velocity, the estimation standards of the strength and completion of abamurus. this paper puts forward an accurate no - destructive testing using the different reflect of elastic wave velocity for abamurus stones, the strength of mortar, the plumpness of mortar and the type of abamurus, on the basis of laboratory tests and field tests. it can be used to accurately distinguish the completion of abamurus

    地震波速法檢測路基墻強度,研究主要內容有:片石巖性和強度及塊體形體對波速影響;水泥砂漿強度對墻體波速影響;墻整體強度和完整性評估標準。應用彈性波速度對墻石材、砂漿強度、砂漿飽滿度及墻類型不同反映,在室內外模型試驗和現場生產試驗基礎上,提出了一種正確無損檢測法,可以正確判別漿砂片石墻墻身完整性。
  15. Construction of retaining walls and noise barrier footings along yuen long highway

    興建中墻和隔音屏墻基
  16. Paving granite block facing of rw003 near lung tseng tau

    鋪設鄰近於井頭墻編號003花崗石磚砌石面
  17. The works mainly comprise the ground investigation field works at some 23 man - made slopes and retaining walls maintained by the highways department in the new territories and outlying islands, and associated laboratory testing

    工程主要包括為約23幅位於新界及離島而由路政署負責維修及保養人造斜坡及墻進行探工程及壤測試。
  18. It gives a brief introduce on working theory, combination of proventing soil wall with sinew soil and on structure material, calculation of proveuting soil plank, tensil sinew, restuffing material

    文中對加筋工作原理、組成以及板、拉筋、回填料結構、材料與計算作了概括介紹。
  19. The design about geogrid reinforced earth retaining wall

    工格柵加筋設計方法及應用
  20. By dislocation - laying the cast - in - place piles to form a vaulted protecting structure for the foundation pit similar to the structure formed by the single straight rank of cement mixing piles, the cement mixing piles can be made to have both waterproof and retaining functions

    摘要將灌注樁間隔錯位布置,使其與單排直列水泥攪拌樁形成類似拱形基坑支護結構,以發揮水泥攪拌樁止水和擋土的雙重作用,可達到既不增加施工難度,又節約支護費用
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