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深层稳定
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  deep stability
     1~No. 5of Left-bank Powerhouse of TGP is analyzed and calculated by probable method. Its results bring to light the secure reliability of deep stability of above mentioned monolith s when they are under various natural conditions,so it would provides a beneficial reference for the engineering.
     在定值法分析基础上,应用概率型随机可靠度分析的JC法,对三峡左岸厂房1~5号坝段深层稳定问题进行分析与计算,揭示出大坝在不同性态下的深层稳定安全可靠度,为工程提供有益的参考.
短句来源
     Excavation method is selected by analysis of deep stability. Shallow stability analysis can appraise excavating safe status to guide construction.
     通过深层稳定分析选择开挖方案及对浅层稳定分析,评价开挖施工的安全状态,以指导施工作;
短句来源
  deep layer stabilization
     Calculation on deep layer stabilization of dam base of setting alveolus and anchor cable
     设齿槽和锚索的坝基深层稳定计算分析
短句来源
     This article introduces three methods of calculation on deep layer stabilization of dam base according to the theory of rigid body limit balance, through the example of dam block No. 16 of Manwan power station , analyses the deep layer stabilization of dam Base of setting alveolus and anchor cable, and uses equal safety coefficient to deduce calculation formula on deep layer stabilization of dam base, presents two expression forms including single safety coefficient method and subentry coefficient limit state method, and supplies calculation method of parts of parameters.
     本文介绍了按刚体极限平衡理论计算坝基抗滑深层稳定计算安全系数的三种常用方法,以漫湾大坝16号坝段为例,对设齿槽和锚索的坝基深层稳定进行了分析,并用等安全系数法推导了坝基深层稳定计算公式,给出了单一安全系数法和分项系数极限状态法两种表达形式。
短句来源
  “深层稳定”译为未确定词的双语例句
     ased on the displacement discontinuity method in indirect BEM , this paper establishes a non-linear analysis approach for the problems of weak joints modeled joint elements witli cohesion and friction by using the accelerated iteration method of incremental constant stiffness , and then discusses the application of this approach in the analysis of stress and stability of complex foundation, The result shows that the approach can quicken the convergence and computing speed and is a rational numerical method for such problems.
     以间接边界元法的不连续位移法为基础,采用符合Mohr-Coulomb屈服准则的节理单元来模拟软弱夹层,给出了按增量常刚度迭代格式及其加速算法进行非线性分析的方法,讨论了在复杂地基应力分析和坝基深层稳定分析中的应用.理论研究和实际计算表明本文方法简单有效,收敛速度快,计算省时,是分析这类问题的一种好方法.
短句来源
     The results imply that, together with the pine's vertical roots, the lateral roots of the pine trees, through their traction effect, are able to mitigate against shallow instability in the forested slopes, such as shallow slide and creep, at a certain degree.
     测试结果预示 ,只要云南松垂直根可以把浅层土体锚固到较深层稳定的土体上 ,通过水平牵引效应 ,云南松侧根可在一定程度上与垂直根共同克服林地浅层坡面的不稳定性 ,如浅层滑动和蠕移。
短句来源
     The bored pile is a common foundation type,which transfers the loads to the deep layer of soil or rock in order to mitigate the uneven sink of structures.
     灌注桩是建筑物常用的基桩形式之一,它将上部结构的荷载传递到深层稳定的土层或岩层上去,减少基础和建筑物的不均匀沉降。
短句来源
  相似匹配句对
     O, C and N at the interface do not chahge;
     O,C,N稳定;
短句来源
     Study on stability against sliding at deep level of foundation in gravity dam
     重力坝深层抗滑稳定研究
短句来源
     Analysis of Some Problems on Deep Glide Stability of Dam Foundation
     坝基深层滑动稳定若干问题的分析
短句来源
     steady mood;
     情绪稳定;
短句来源
     the Atlantic layer waters are in the deep water;
     深层为大西洋源水 ;
短句来源
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Joints are modeled by displacement discontinuity elements following the Mohr-Coulomb criteria, A nonlinear analysis method using constant matrix is suggested.Two corrections, i. e. making the fictitious load statically equilibrium and taking the element average value instead of mid point value as the influence coefficient, are adopted for increasing the precision of calculation.A numerical analysis of deep stability for a gravity dam model is given. The results of calculation are satisfactory and comparable...

Joints are modeled by displacement discontinuity elements following the Mohr-Coulomb criteria, A nonlinear analysis method using constant matrix is suggested.Two corrections, i. e. making the fictitious load statically equilibrium and taking the element average value instead of mid point value as the influence coefficient, are adopted for increasing the precision of calculation.A numerical analysis of deep stability for a gravity dam model is given. The results of calculation are satisfactory and comparable with the model test.

本文用符合莫尔-库仑准则的位错单元种模拟夹层,并给出了常刚度非线性分析方法。为了提高计算精度采用了两项改进措施:令虚荷载满足静力平衡条件;影响系数用单元平均值而不是用中点值。通过对一个重力坝深层稳定模型进行的数值分析以及与试验结果比较表明,计算结果是令人满意的。

ased on the displacement discontinuity method in indirect BEM , this paper establishes a non-linear analysis approach for the problems of weak joints modeled joint elements witli cohesion and friction by using the accelerated iteration method of incremental constant stiffness , and then discusses the application of this approach in the analysis of stress and stability of complex foundation, The result shows that the approach can quicken the convergence and computing speed and is a rational numerical...

ased on the displacement discontinuity method in indirect BEM , this paper establishes a non-linear analysis approach for the problems of weak joints modeled joint elements witli cohesion and friction by using the accelerated iteration method of incremental constant stiffness , and then discusses the application of this approach in the analysis of stress and stability of complex foundation, The result shows that the approach can quicken the convergence and computing speed and is a rational numerical method for such problems.

以间接边界元法的不连续位移法为基础,采用符合Mohr-Coulomb屈服准则的节理单元来模拟软弱夹层,给出了按增量常刚度迭代格式及其加速算法进行非线性分析的方法,讨论了在复杂地基应力分析和坝基深层稳定分析中的应用.理论研究和实际计算表明本文方法简单有效,收敛速度快,计算省时,是分析这类问题的一种好方法.

In the technical design of the hree Gorges Project, the following major technical problems have been identified and solvd, that is energy dissipation for flood discharging through the dam;deep foundation stability in thepowerhouse dam section on the bank; structural types of diversion pipeline of hydropower station; sediment anddrifter flushing for the station; the conditions of water conveyance system, hydraulics, layout of approach channeland navigable flow for permanent navigation lock; stability of high...

In the technical design of the hree Gorges Project, the following major technical problems have been identified and solvd, that is energy dissipation for flood discharging through the dam;deep foundation stability in thepowerhouse dam section on the bank; structural types of diversion pipeline of hydropower station; sediment anddrifter flushing for the station; the conditions of water conveyance system, hydraulics, layout of approach channeland navigable flow for permanent navigation lock; stability of high side-slope; loadbearing structure stability of shipelevator; miter gate of permanent navigation lock, hoisting equipment and water filling and discharging valves forthe hydraulic turbine generator unit and metal structure;lock chamber lifting and balance system of ship elevator.

三峡水利枢纽在技术设计中,研究解决、决策了大坝泄洪消能,岸坡厂房坝段基础深层稳定,电站引水管道结构型式,电站排沙排漂,永久船闸输水系统及水力学,引航道布置及通航水流条件、高边坡稳定,升船机承重结构稳定,水轮发电机组及金属结构中的永久船闸人字门、启闭机、充水泄水间门,升船机承船厢提升及平衡系统等一些重大技术问题。

 
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