紗移位 的英文怎麼說
中文拼音 [shāyíwèi]
紗移位
英文
yarn shifting-
Yarn breaking ， knot ， press off ， needle break ， over current ， roll back ， wrong racking ， inappropriate position of presser ， excessive yarn ， and reaching on production target offer automatic stop
斷紗、結頭、落布、斷針、浮布、布倒卷、移床不當、沉降片位置不當、撞針腳、紗線過量、片數到達皆會自動停機。Stop motion : yarn breaking 、 knot 、 press off 、 needle break 、 over current 、 roll bake 、 wrong racking 、 inappropriate position of presser 、 excessiv yarn 、 and reaching on production target offer automatic stop
安全停機裝置：斷紗、結頭、落布、斷針、浮布、布倒、移床不當、沉降片位置不當、撞針角、紗線過量、片數到達皆全自動停機。Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis
承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。
分享友人