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Smallest of factor of safety about the additional strength component information entry step which inputs

机译:关于输入的附加强度成分信息输入步骤的最小安全系数

摘要

PROBLEM TO BE SOLVED: To provide a design assisting method for a slope reinforcement by using a reinforcing member capable of displaying an excellent design plan conformed to conditions by using a method for evaluating the stability of a ground reinforced by the reinforcement member such as an anchor, in which how much the effect of the inhibition force of the slope failure of the anchor or the like expected during the execution of works is or whether or not the effect is obtained while meeting an expectation can be decided during a jointly-using period and the place of the anchor or the like displaying the effect is determined by dispersing the various constants of the ground used for an analysis and using the probability of a failure together with a conventional safety factor in the evaluation of the safety of a slope, and a device for supporting a design.;SOLUTION: The method for supporting the design for the slope reinforcement by using the reinforcement member contains a ground various-constant obtaining step, when the ground various constants of the ground are obtained from a weight per a unit volume and the cohesion of a soil character on the slope to be excavated, a shearing resistance angle, a water level, a designed lateral seismic coefficient, a ground strength or the like, and a decision step, when a sliding surface having a minimum safety factor is decided from the shape of the slope to be excavated. The method further contains a reinforcement member information input step, when the reinforcing-member information of the reinforcement member installed on the sliding surface of the slope having the ground various constants is input, and a safety-factor calculating step, when the safety factor of the whole surface of a reinforcing slope comprising the reinforcement member is calculated regarding the slope, on which the reinforcement member is installed.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:提供一种通过使用能够评估符合条件的优良设计方案的加固构件来进行边坡加固的设计辅助方法,该加固方案能够通过使用诸如锚栓之类的通过加固构件加固的地面的稳定性的评估方法来进行。可以在共同使用期间确定在执行工程期间预期对锚等的锚杆的倾斜破坏的抑制力的效果是多少,或者是否在达到预期的同时获得了效果。通过分散用于分析的地面的各种常数,并在评估斜坡安全性时使用破坏概率以及常规安全系数,来确定显示效果的锚点等的位置,以及解决方案:解决方案:通过使用加固构件来支持边坡加固设计的方法包含地面va地常数获得步骤,当从单位体积的重量和要开挖的斜坡上土壤特性的内聚力,抗剪角,水位,设计的横向地震力获得地面的各种常数时当从要开挖的斜坡的形状确定具有最小安全系数的滑动面时,确定系数,地面强度等以及确定步骤。该方法还包括:当输入安装在具有地面各种常数的斜坡的滑动表面上的加固构件的加固构件信息时,输入加固构件信息;以及当安全系数为0时,安全系数计算步骤。关于安装有加固部件的坡度,计算出包含加固部件的加固坡面的整个表面。;版权所有:(C)2005,JPO&NCIPI

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