| 1. | Theoretical verification of rigorous nature of simplified bishop method
法严格性的论证 |
| 2. | An extension of simplified bishop method and its application to non - circular slip surface for slope stability analysis
法的扩展及其在非圆弧滑面中的应用 |
| 3. | It is shows that the mode of the finite element method with the bishop method is better than general modes
结果说明，有限元法与条分法相结合能充分考虑非稳定渗流期渗流力对土坝稳定的影响，比常规方法更符合实际情况。 |
| 4. | 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。 |
| 5. | ( 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。 |
| 6. | In the first example , the safety factor of a dam is calculated and the results are found to be in good agreement with those obtained by using the bishop method
为验证理论分析的正确性，首先计算了一座土坝的安全系数，并与传统的bishop方法的计算结果进行比较，二者相当吻合。 |
| 7. | For circle failure surface , this paper uses ga ' s theory to search the center of a circle and the radius of it separately , and based on simple bishop method to compute the safety factor ( f ) , and compiled program successfully
针对圆弧形滑动面法，采用嵌套式的遗传算法分别对滑动圆弧的圆心、半径进行遗传进化搜索，基于简化bishop原理进行稳定系数的计算，成功的编制了程序。 |
| 8. | Based on the mode of the finite element method and the bishop method , this article analysed the stability of the dam reach slid surfacely in the period of unsteading infiltration in the case of yuecheng reservoir , then contrasted the mode with general modes
摘要采用有限元法与条分法相结合的方式，以岳城水库主坝为例，对浅层滑坡坝段进行了非稳定渗流期的稳定分析，并与常规方法进行了对比。 |
| 9. | Analysis of the inter - velution ship and its influence factor between loess landslide slope failure and charecterisitics of soil and rock mass show that the range of landslide slope failure enlarges with the development of earthquake intensity , coeffient of pore pressure and cohession . it delarges with the development of angle of internal friction ; use simplicity bishop method and computer to get simplicitely and quickly usable stability anlytic figures and data table
分析黄土滑坡与岩性的内在关系及其影响因素表明,滑坡范围随地震烈度、孔隙水压力系数、粘聚力的增大而增大,随土体内摩擦角的增大而减小;采用简化毕消普法,借助计算机,获得了简捷明快、使用方便的稳定分析图表。 |
| 10. | 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。 |
