墻基 的英文怎麼說

Better fastening between sill and wall footing would be beneficial.

改善地基與墻基之間的連結是有益處的。

This paper analyzes the groundwater discharging course using fluidics theory and combining quay structure construction ; sets up the method of fast drainage by the dint of pipeline and blind ditch of fragment stone ; and gives the computational mathematical model for quay drainage and calculation formula for drainage process according to the principle of conservation of mass and underground percolation, which have been applied for quay ' s stability design and calculation

應用流體力學理論結合碼頭結構建設，分析了地下水排泄過程，藉助管道和碎塊石盲溝建立了港口碼頭快速排水與擋墻基床排水的方法；運用質量守恆定律和地下水滲流原理，建立了港口碼頭排水計算數學模型和排水過程計算公式，並用在了碼頭的穩定設計計算中。

The waters undermined the great wall round the imperial hunting park.

洪水侵蝕了禁園的墻基。

The cutoff wall near the dam axis, the consolidation grouting and the curtain grouting for the foundation, and the high pressure jet - grouted cutoff wall at the toe of the dam form a vertical anti - seepage system for the dam foundation

大壩軸線附近的防滲墻、基巖固結和帷幕灌漿，以及上游壩腳處的高壓擺噴防滲墻，在壩基構成了垂直防滲體系。

Construction of retaining walls and noise barrier footings along yuen long highway

興建中的擋土墻和隔音屏墻基

Its hysteretic curve is plumper, its ductility coefficient and energy dissipation capacity have been improved remarkably. the inclined staff of the steel bar truss has a restraining faction to the development of the crack, and the phenomena is that there has more crak and larger distributing area on the shear wall, which is an important token of the improved seismic capacity. concealed steel bar truss has the faction of increasing the height of plastic hinge area, which is another important token of

研究結果表明:內藏鋼桁架高剪力墻與普通高剪力墻相比:屈服荷載和極限荷載均比顯著提高;屈服剛度明顯提高;其滯回環相對飽滿，延性系數及耗能能力顯著提高;內藏鋼桁架高剪力墻，其鋼桁架斜桿對裂縫發展有控製作用，現象是墻體上的裂縫較多、分佈域較廣，這是抗震耗能能力增強的重要表徵;內藏鋼桁架高剪力墻有增大底部塑性耗能區域的作用，這是抗震耗能能力增強的另一重要表徵;內藏鋼桁架還有顯著提高抵抗剪力墻基地剪切滑移能力的作用。

Using space contact element to analyze load transfer of under ground closed wall

空間接觸單元法分析地下閉合墻基礎荷載傳遞

The retaining wall reclining on the slight slope built on soft foundation is usually used in protecting the shore of river, the contradiction between the lack of impartiality in stress of the base and the small stress allowed by the foundation as well as the lack of stabilization of the breast wall is a hard nut to crack in the engineering. in the paper, a tenon - base is added under the base of the retaining wall, on the study of the choice of the parameters and formulas used in calculation and the research of theory used in calculation, method used to deal with the load, etc, the writer gives a way to crack the nut mentioned above paragraphs and presents a qualitative and quantitative analysis about them, such as the equivalent inner friction - angle ( d ) and the passive press of the clay ( ep ), etc. in the end of the paper, using modern optimization method, a design of the retaining wall reclining on the slight slope built on soft foundation is done, the result is economical, and accords with the fact

軟基上的仰斜式擋土墻在水利工程河道護岸中經常遇到，仰斜式擋土墻基底偏心應力較大和軟基土地基容許承載力偏小的矛盾以及擋土墻抗滑穩定不足是工程中難以解決的難題。本文在對仰斜式擋土墻設計中有關計算參數的選擇、公式的選用應該注意的問題進行了研究，對河道護岸軟基礎上的仰斜式擋土墻採用凸榫基礎處理的方法，就其計算理論、設計驗算中各荷載的具體處理方法進行了較為細致的研究，提出了解決軟基礎上的水工仰斜式擋土墻難以解決的難題的方法，並對有水情況下粘土等效內摩擦角_ d 、凸榫被動土壓力e _ p等在計算中的取值提出了定性和定量的分析。最後利用現代優化方法對軟基礎上的水工仰斜式擋土墻進行了結構優化設計，得出了符合實際的結果，與其它重力式擋土墻形式進行比較，取得了明顯的經濟效益。

In chapter 3, a method to extract engineering quantity information based on relating views is introduced, understanding strategies of drawing information related to engineering quantity, detailed algorithms and its applied example are also introduced at the same time

以土石方工程量為例，給出了功能部件對應圖形信息的理解策略、具體演算法和應用實例。利用基於中心線最大連通域搜索技術，判別墻基礎的類型，提出了建立視圖尺寸關系樹以獲取施工圖中圖形實體尺寸的方法。

Through comparing and analyzing of bearing capacity, development of crack and strain of reinforced, the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data, and choosing the rightful stress - strain relationship, utilizing ansys program, the test process can be well simulated. at the same time, making used of the program, the traditional shear wall is analyzed. it shows that comparing with the traditional shear wall, the hollow shear wall ' s cracking load drop 16 %, yield load and failure load drop 13 %, stiffness drop 13 % ~ 22 %

其次在試驗的基礎上，將試驗手段、有限元數值模擬方法和理論分析結合起來，利用有限元程序ansys對其中的兩片墻板進行非線性有限元分析，並對前後的承載性能，裂縫發展、鋼筋應變進行了比較和分析，結果表明有限元節點模型分析的荷載-位移曲線和試驗測得數據符合良好，選用合理的材料本構模型，利用ansys可以較好的模擬試驗過程；同時利用有限元模型對比分析了普通剪力墻和空心剪力墻，空心剪力墻與普通剪力墻對比，其開裂荷載下降16 ，屈服荷載、極限荷載下降13 ，剛度下降13 22 ，開裂至屈服、屈服至極限荷載階段的剛度衰減規律與普通剪力墻基本一致，空心剪力墻的後期剛度比較穩定。

The author introduces hardware and software development platform of intel ixp1200. he puts forward tcp relay module, arp proxy module and webui module etc. he also develops the best allocation way of micro - engine through three experiments. in the end, the conclusion is made on the whole project and gives an expectation for the development of network security devices in. the future

本文從網路安全現狀及np應用角度出發，介紹了intel網路處理器硬體和軟體開發平臺，設計了防火墻多層并行結構、剖析了防火墻基本工作模式，實現了tcp中繼、 arp代理透明模式、 webui防火墻控制界面等關鍵模塊，並通過三個性能對比實驗，確定了最佳微引擎分配方式，最後完成了netchannel5000系列防火墻的研製工作，並展望了未來的發展方向。

The stateful inspection firewall is a milestone, it checkes data packet by connecting previous data packet. it is possible to prevent dos attack using stateful inspection firewall

本文的主要內容有: 1 .在介紹狀態檢測防火墻基本概念的基礎上，詳細的分析了linux防火墻netfilter的狀態檢測部分的源代碼程序。

Standard specification for resilient wall base

彈性墻基的標準規范

The condition of water pressure acting on the both sides of cement - soil retaining wall is researched by computing the seepage field around the wall. it is illustrated that the coefficient of water pressure, which isn ' t constant along the height, is affected seriously by some factors, e. g., the distribution and relative hydraulic permeability of the soil beside the wall, the hydraulic permeability of its foundation, and the buried depth of the impervious layer. as a whole, the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non - excavated zone. moreover, the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1. 176. this case is of great advantage to the stability of the wall

通過計算水泥土擋土墻周圍的滲流場，研究了墻側水壓力的變化規律.結果表明：水壓力系數沿高程並非常數，且受到墻側土層分佈及其相對透水性、墻基土的透水性和下臥不透水層埋深等因素的嚴重影響.總體來說，考慮滲流時墻后的側壓力總小於不考慮滲流時的相應值，且當墻前的被動土壓力系數較小時，考慮滲流時該側的側壓力則大於不考慮滲流時的相應值，因此，這種情況有利於擋土墻的穩定

Constructed with solid blue bricks on granite foundations, the walls stand 10 feet high and served to protect the wong clan from bandits during the early years of their settlement there

客家圍屋以花崗石為墻基，上以堅硬的青磚砌成護墻，高達十尺，用於防禦盜賊。

Displacement - based deformation capacity design method of rc cantilever walls

鋼筋混凝土剪力墻基於位移的變形能力設計方法

Pile foundation and continuous wall foundation are widely used in coastal regions, where the character of local soil is always very weak. with the development of design method and the advancement of constructing technology, many new types of pile and continuous wall are applied, like the thin - wall hollow pile and the multi - function continuous wall, which can be used not only as temporary fencing structure, but also as permanent loading structures

軟土地區常見的地下基礎型式有樁基礎和地下連續墻，近年來隨著設計理論和施工工藝設備的發展，樁基礎及地下連續墻基礎的型式都有了很大的發展，如薄壁筒樁、集擋土、防滲及承重多功能於一體的地下連續墻等。

Using the trial excavations to determine the existence of old walls of fort zeelandia and its size and scale, and to explore the historical meanings of the site and to discuss on the need to excavate the entire wall foundation

透過熱蘭遮城舊城墻的試掘，驗證舊城墻的存在及規模。同時探索其歷史價值，並藉以討論重現整座墻基之必要。

Projecting footing of the external wall

外墻伸出的墻基

Workmen were immediately called in, and that same night the passengers at the end of the faubourg saw with surprise that carpenters and masons were occupied in repairing the lower part of the tottering house

他很快就找來了工匠當天晚上，街上的行人驚奇地看見木匠和泥水匠在匆匆地修理危房的墻基。