毕肖普法的英文

• bishomethod

• "毕肖"英文翻译    resemble closely; be the ver ...
• "普法"英文翻译    popularize law
• "分析毕肖普法" 英文翻译 :    bishomethod
• "土坡稳定分析毕肖普法" 英文翻译 :    bishomethod
• "毕肖普" 英文翻译 :    jim bishop
• "比肖普法" 英文翻译 :    bishops method
• "毕肖普简化条分法" 英文翻译 :    bishop’s simplified method of slice
• "毕肖" 英文翻译 :    [书面语] resemble closely; be the very image of; be completely alike 画得神情毕肖 paint a lifelike portrait of sb
• "肖普" 英文翻译 :    billshope; chope; choppe; shoupp
• "普法" 英文翻译 :    popularize law 普法教育 popularizing-law education
• "比肖普" 英文翻译 :    christian bisschop
• "肖普莱" 英文翻译 :    choplet
• "肖普兰" 英文翻译 :    choplain; choplin
• "肖普朗" 英文翻译 :    sopron
• "画得神情毕肖" 英文翻译 :    paint a lifelike portrait of sb
• "法普法" 英文翻译 :    fapufa
• "卡普法" 英文翻译 :    kappa method
• "普法布" 英文翻译 :    pfab
• "普法蒂" 英文翻译 :    puffatti
• "普法尔" 英文翻译 :    pfaar; pfahl; pfarr; pufahl
• "普法夫" 英文翻译 :    pfaff
• "普法勒" 英文翻译 :    pfahler; pfaler; pfaller
• "普法特" 英文翻译 :    pfatter; puffarth
• "瑞普法" 英文翻译 :    reppe process
• "朔普法" 英文翻译 :    schoop process

• 3 . calculating and analyzing stability of changjiang river quay after the project being constructed by using the predigest b . x . p method
  ( 3 )提出利用简化毕肖普法计算分析了隧道工程实施后长江岸坡稳定。
• On the basis of simplified bishop method , the influence factors of internal stability of composite soil nailing support are investigated
  以简化毕肖普法为理论依据，利用程序对复合型土钉支护内部稳定性的影响因素进行了分析。
• ( 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种极限平衡法：瑞典法，简化毕肖普法，传递系数法和平面直线法研究并进行程序设计。
• 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
  在前人工作的基础上，开发了适用于复杂土层的简化毕肖普法土坡稳定分析程序bis1 0 ，基于e - b模型的有限元法土坡稳定分析程序sfea1
• Because 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
  基于此，本文对常用定值分析法进行了论述，主要包括：传递系数法与毕肖普法；对可靠性理论的基本原理、方法及应用作了论述，主要有：蒙特卡洛法、可靠指标法与统计矩法，并用实例对两种方法进行对比研究，建议在边坡稳定分析中除采用定值法外，应同时采用可靠性分析法，两者相互补充、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
  摘要通过对凤凰山东北麓工程地质特征的分析，指出该区存在的不良地质问题有滑坡（滑塌）以及危险斜坡等，并对各滑坡（滑塌）以及危险斜坡的变形破坏特征进行了分析，最后运用斜坡（滑坡）稳定性计算中常用的瑞典法、毕肖普法和剩余推力法对其进行了稳定性验算，为凤凰山东北麓后期的治理设计提供了依据。
• 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，本文针对加筋陡坡潜在破裂面矢径随路堤深度而增加的特点，提出用对数螺旋线作滑动面的毕肖普法进行稳定分析，编制了稳定分析程序，并对工程实例进行了分析计算，将计算结果与瑞典圆弧法分析进行比较。
• 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
  本文基于极限平衡理论，在事先假定滑面上应力分布形式的基础上，推导了毕肖普法的显式解，并且在此基础上介绍了滑弧优化方法，其方法简单，很容易被工程人员掌握，同时也简化了利用毕肖普法分析边坡稳定的过程。
• 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
  论文中对粘土的抗剪强度特征、粘性土抗剪强度指标的选择应用和孔隙水压力等问题进行了分析，同时对分析土坡稳定性的瑞典条分法、稳定数法、圆弧滑动面的毕肖普法以及对非圆弧滑动面的土坡分析方法进行了细致深入的阐述和分析。