錨定強度 的英文怎麼說
中文拼音 [máodìngqiángdù]
錨定強度
英文
anchoring strength-
And then according to every process of tunnel construction, simulated analysis is carried out. by combining with monitoring and instrumentation of surround rock periphery displacement and the face of land to sink, surround rock with spray laminating force, surround rock body internal displacement, anchor rod axle force and protect and lining build strength, we have carried out scientific analysis and synthesis judgement of the stability of tunnel wall rock and the security of timbering structure
然後，根據隧道施工的各個工序進行模擬分析，並結合對圍巖周邊位移、地表下沉、圍巖與噴層壓力、圍巖體內部位移、錨桿軸力、支護及襯砌強度進行的量測與監控，對量測結果作出了科學分析，從而對隧道圍巖的穩定性和支護結構的安全性做出了綜合評判。( 2 ) for consolidation of the grottoes ’ slope, there ’ s no mature theory and technique. in this paper the back analysis of shear strength of the rock slope at yulin grottoes is presented. through the back analysis of shear strength, we can presents a procedure for the design of consolidation of the yulin grottoes in anxi. it is very important in the field of reinforcing the slope of grottoes
（ 2 ）目前對于石窟邊坡的錨索加固研究尚無系統的理論和方法，本文以安西榆林石窟為例，提出了一種通過反演（ c ， ）值來設計加固石窟邊坡的方法。對于在未知巖體的抗剪強度（ c ， ）值的條件下來設計加固石窟邊坡，該方法的提出具有一定的理論意義和應用價值。Durability ' s of the material such as permeability, heat - resistance, carbonation and steel bar - protection were tested. the bonding characters between anchoring material matrix and post - embedding steel bar, the matrix and the concrete structures were studied
在植筋錨固長度足夠的條件下，混凝土與錨固砂漿的界面粘結強度大小直接決定了植筋錨固的控制荷載，粘結界面成為受力的薄弱環節。These are the anchor bolts ( rivets, unfinished bolts, high - strength structural bolts ) for the structure
這是用於結構的錨定螺栓（鉚釘、粗製螺栓、高強度結構用螺栓） 。Based on the content of each important stage of the optimum design on anti - slide pile, this paper discusses several key problems for optimum design on anti - slide pile, such as the choice of intensity parameter of the sliding zone, confirming the pile position, pushing force design, the pile interval and the anchoring depth, and then presents some methods for solution
依據抗滑樁優化設計工作中各重要環節的工作內容，對滑帶土強度參數的選擇，抗滑樁位置和設計推力、抗滑樁問距、錨固段長度的確定等影響抗滑樁優化設計的關鍵技術問題進行了討論，提出解決這些問題的方法。The support pedestal shall be designed for anchor bolting to a concrete foundation and shall be of adequate strength and mass to support the combined weight of the pump / motor assembly and all forces imposed by the pump unit during operation
支撐基座應該採用錨固螺栓固定在混凝土基座上，應該具有適當強度和質量，能夠支撐泵/電機總裝的總重量，以及泵設備在運行過程中所產生的所有壓力。According to calculating and analysis, educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile, anchor pull and earth press in two sides of pile, including the distributing of point repel force and internal force of pile at the terminal state, providing full theoretical basis for anchor cable and stabilizing pile structure design, strength check, stability check and determination of anti - slide force for a single stabilizing pile
通過計算分析，得出了抗滑樁的水平位移、樁身應力、錨索拉力和樁側土壓力的分佈規律和它們之間的相互關系以及極限狀態時的樁的結點抗力和樁的內力分佈規律，為錨索樁的結構設計、強度校核、穩定性校核和單樁抗滑力的確定提供了充分的理論依據，同時也提出了錨索抗滑樁計算分析的一種新方法。The cell with different anchoring strength on above and below substrates has been studied rarely, but its applied value and practical sense should be got enough attention
上、下基板錨定強度不同的液晶盒研究的很少，但它的應用價值和現實意義沒有得到足夠的重視。5. as an example of application, we propose a feasible experimental plan for measurement of anchoring strength by means of non - symmetric cell. this method can decrease the error obviously
作為本文的應用，提出了一種利用不對稱液晶盒對錨定強度進行系統測量的方法，這種方法，可以明顯的減小測量的系統誤差。The results indicate : when reduced anchoring strength a is large and = 0 or > 0, the first order transition may occur at threshold point or at saturation point ; when a is very lager and = 0 and > 0, the uniform twisted solution jumps directly to the saturation solution
結果表明：當反映錨定強度的參量（ = k _ （ 22 ） ? al ）較大，且修正參量= 0或0時，在閾值點或飽和點可以發生一級轉變。當很大，且修正參量= 0或0時，還會發生均勻扭曲解直接轉變為飽和解。We think the value of anchoring strength and the sign of modified parameter of anchoring energy should not be regarded as determinant when we distinguish between the first order transition and the second one, otherwise we also explain the accurate condition of first order transition in non - symmetric cell and point out the essence of it
討論了飽和點的一級轉變問題，驗證上、下基板錨定強度相同的液晶盒系統的一級轉變條件同樣適合不對稱盒系統，通過實例證明錨定強度的大小及錨定能修正系數的正負不能作為區分一級或二級轉變的參考條件。In order to discuss the similarities and differences of the interaction in different terms, adopt single factor alteration method to analyze it more in the paper. discuss the influence each factor alteration makes the horizontal displacement and stress of stabilizing pile from three aspects, earth parameter of sliding plane ( c 、 ), anchor cable parameter ( pres - tress 、 stiffness ), pile parameter ( burying deep 、 space between ), ascertaining the main factors that influence stabilizing pile with anchor cable
論文中主要從滑裂面土體的抗剪強度參數（ c 、值） 、錨索的參數（錨索預應力大小和錨索的剛度）和樁參數（樁的埋深和樁間距）三個方面來討論每個因素變動對樁身水平位移和兩側結點應力的影響，從而確定影響錨索抗滑樁的主要因素。The researches on the stability of compound soil nailing show that it is important to determine the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing in the stability analysis of compound soil nailing. water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system have a great influence on the stability of the whole compound soil nailing system. the front small - piles in the compound soil nailing system can improve the stability of the soil slope
復合土釘穩定性分析表明，復合土釘支護時土坡穩定的安全系數和最危險滑裂面的確定對于穩定性分析非常重要；土體內水對土體穩定性有很大的影響作用；設置超前微樁后，能增加基坑邊壁的穩定性；增設深層攪拌樁后，邊壁抗傾覆、抗滑移安全系數增大，同時面層強度的增加更有利於復合土釘支護體系內其它組件間的相互作用；增設預應力錨桿（錨索）和預應力土釘，對于控制基坑邊壁位移有重要作用，可明顯提高滑移面上土體的抗滑力。Standard test methods for strength of anchors in concrete and masonry elements
混凝土及砌塊構件中錨定強度的試驗方法The results show that the change of the tilt angle of director increases with the increase of electric field or decrease of the anchoring. and the threshold voltage of lcd decreases with the increase of the anchoring
給出的結果表明，指向矢傾角的變化隨著電場的增大或錨定強度的減小而變大；液晶盒的閾值電壓隨錨定強度的增大而減小。分享友人