畢肖普法 的英文怎麼說
中文拼音 [bìxiàopǔfǎ]
畢肖普法
英文
bishomethod-
( 2 ) study the 4 plastic limit equilibrium methods, such as fellenius method, bishop method, transfer coefficient method and plane linear method, and their program design
（ 2 ）常用的4種極限平衡法：瑞典法，簡化畢肖普法，傳遞系數法和平面直線法研究並進行程序設計。On the basis of bishop, fem ( finite element method ), dem ( disturbing energy method ), ann ( artificial neural network ) and ai ( artificial intelligence ), the thesis has study in details about the stability analysis, condition forecast, repair mode selection of the landslide, and obtain some significative conclusion
本文結合實例，運用簡化畢肖普法、工程數值模擬技術-有限元法、基於系統能量準則的干擾能量法、神經網路理論及人工智慧理論等多種手段，從不同角度對滑坡的穩定分析、狀態預測、整治方案選取等進行了較為深入的研究，得出了一些有意義的結論。We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis
論文中對粘土的抗剪強度特徵、粘性土抗剪強度指標的選擇應用和孔隙水壓力等問題進行了分析，同時對分析土坡穩定性的瑞典條分法、穩定數法、圓弧滑動面的畢肖普法以及對非圓弧滑動面的土坡分析方法進行了細致深入的闡述和分析。3. calculating and analyzing stability of changjiang river quay after the project being constructed by using the predigest b. x. p method
（ 3 ）提出利用簡化畢肖普法計算分析了隧道工程實施后長江岸坡穩定。On the basis of simplified bishop method, the influence factors of internal stability of composite soil nailing support are investigated
以簡化畢肖普法為理論依據，利用程序對復合型土釘支護內部穩定性的影響因素進行了分析。On the basis of predecessor work, the thesis developed bisl. o for complicated soil, sfea1. 0 based on e - b model, fral1. 0 and besl1. 0 that are assistant programs for sfea1. 0, dis1. 0 based on dem
在前人工作的基礎上，開發了適用於復雜土層的簡化畢肖普法土坡穩定分析程序bis1 0 ，基於e - b模型的有限元法土坡穩定分析程序sfea1Because of this, this text has described the method of routine deterministic analysis which is include mainly : coefficient transmission and bishop method and also described the basic principle of reliability theory, the method and the application that mainly conclude monte - carlo method, reliability index method and statistical analyses, and according to the research on the two method through examples it is suggested that we should adopt reliability method besides deterministic analysis in slope stab ility analyses. for those two methods can refill and check with each other
基於此，本文對常用定值分析法進行了論述，主要包括：傳遞系數法與畢肖普法；對可靠性理論的基本原理、方法及應用作了論述，主要有：蒙特卡洛法、可靠指標法與統計矩法，並用實例對兩種方法進行對比研究，建議在邊坡穩定分析中除採用定值法外，應同時採用可靠性分析法，兩者相互補充、校核。By analyzing the features of engineering geology of northeast part fenghuang mountain in yanan, the adverse geological problems including landslides, slumps, collapse and hazardous slopes are presented and their stability is assessed by virtue of bishop ' s method and surphas thrust method commonly used in limit equilibrium analysis, in order to supply the reliable basis for future design schemes
摘要通過對鳳凰山東北麓工程地質特徵的分析，指出該區存在的不良地質問題有滑坡（滑塌）以及危險斜坡等，並對各滑坡（滑塌）以及危險斜坡的變形破壞特徵進行了分析，最後運用斜坡（滑坡）穩定性計算中常用的瑞典法、畢肖普法和剩餘推力法對其進行了穩定性驗算，為鳳凰山東北麓後期的治理設計提供了依據。Third, it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method. this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable
第三，本文針對加筋陡坡潛在破裂面矢徑隨路堤深度而增加的特點，提出用對數螺旋線作滑動面的畢肖普法進行穩定分析，編制了穩定分析程序，並對工程實例進行了分析計算，將計算結果與瑞典圓弧法分析進行比較。In this paper, explicit solution for bishop method is deduced on the base of stress distributing along the slip surface which is assumed beforehand. moreover, optimization method for slip surface is introduced in the following process. the whole process is so simple that easily mastered by engineers
本文基於極限平衡理論，在事先假定滑面上應力分佈形式的基礎上，推導了畢肖普法的顯式解，並且在此基礎上介紹了滑弧優化方法，其方法簡單，很容易被工程人員掌握，同時也簡化了利用畢肖普法分析邊坡穩定的過程。分享友人