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seepage相关的网络例句

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Based on the research and design of the lock wall of the Three Gorges Project,the action of the dead load and temperature load during construction of the temperature and seepage pressure during operation is analyzd,and the stress of the anchor rod of different free lengths is studied in detail.

结合三峡船闸设计研究工作,通过分析闸墙施工过程中自重荷载、温度荷载以及完建运行时温度应力、渗透压力的作用,详细研究了锚杆取不同自由长度时锚杆的应力情况。

So the adaptive genetic algorithm is efficient and feasible in back analysis for seepage coefficient of arch dam.

因此,自适应遗传算法为渗流领域求解反演问题提供了新的途径。

Aiming at this problem, we have carried out an experiment on seepage properties for mudstone and argillaceous rock, showed the test result, and analyzed the reason why both the β-factor and the acceleration coefficient are negative. In addition, mistakes often made by some researchers about positive or negative signs before the non-Darcy β-factor were pointed out.

指出一些文献在引用Forchheimer关系时出现的非Darcy流β因子前正负号的错误,给出了非Darcy流β因子和加速度系数出现负值的泥岩和砂质泥岩试样全应力-应变过程中渗透特性试验结果,并对其原因进行了粗浅的分析。

These include the theoretical convergence of asymptotic, applications in solid mechanics, seepage problems and ground engineering.

这些措施包括理论收敛渐近,应用固体力学,渗流问题和地面工程。

Porous media, as well as the axial symmetry plane seepage flow calculation.

详细说明:孔隙介质中的轴对称渗流以及平面渗流计算方法。

Study on reliability analysis method in seepage stability of embankment dam is needed for deeply development of dam risk analysis technique, and its key content is confirmation of probability characteristic of basic random variable, foundation of function and calculation of reliability index.

摘要土石坝渗透稳定可靠度分析方法研究,是大坝风险分析技术深入发展的需要,其核心内容是基本变量概率特征的确定、功能函数的建立、可靠指标的计算。

Then the shear 、axial force and bending moment of governing sections of anti-seepage walls are studied.

在此基础上对防渗墙各截面的剪力、轴力和弯矩进行研究,提出了配筋方案。

For earth rock-fill dams, problems about seepage are very serious, so it is necessary to analyze seepage in earth rock-fill dams feasibly and correctly.

在土石坝中,因渗流引起的滑坡、渗透破坏尤为严重,所以合理、正确地对土石坝进行渗流分析是必不可少的。

For earth rock-fill dams, problems about seepage are very serious, it is necessary to analyze seepage in earth rock-fill dams feasibly and correctly.

在土石坝中,因渗流引起的滑坡、渗透破坏尤为严重,合理、正确地对土石坝进行渗流分析是必不可少的。

Based on Betti energy iterative law, the damage deformation mechanism of fractured rock mass under stress and seepage pressure has been studied. Furthermore 3D elastic and elastoplastic damage-fracture constitutive relation and damage evolution equation considering seepage pressure have been established.

基于Betti能量互易定理,系统研究了应力场与渗流场共同作用下的岩体损伤演化机制,建立了考虑渗透压力的三维含水裂隙岩体脆弹性和弹塑性断裂损伤本构模型和损伤演化方程。

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这一模式非常关注商人的网络信用基础。

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