水荷载 meaning in Chinese
water ballast
water load
Examples
- Due to the contribution of matrix suction to the shear strength of rock mass and the harmful function of temporary additional water load are considered , the checking computation result of the above mentioned method conforms to reality better than those of the previous methods
该程序考虑了非饱和带基质吸力对岩体抗剪强度的贡献以及暂态附加水荷载的不利作用（若具备含水量与岩体强度指标之间的关系，还能考虑水对岩体的软化作用） ，使计算结果更贴近实际。 - ( 2 ) the method of finite element discrete and optimal parameter back analysis is adopted . ( 3 ) concentrated on the question of high external water pressure of the deep - lying tunnel , the basic theory and method calculating external water pressure are systematically studied . ( 4 ) based on jinping cascade 2 hydropower station , numerical simulation rain infiltration of seepage field under different drainage pattern and grouting pattern are studied , also , the high external water pressure is analyzed and studied and some seepage control measures are put forward
( 2 )采用有限元离散?优化法进行参数的反演分析； ( 3 )针对深埋隧洞的高外水压力问题，进一步分析和研究了衬砌水荷载及外水压力的作用机理和计算方法； ( 4 )以锦屏二级水电站深埋长引水隧洞作为本文的主要研究对象，采用考虑降雨入渗渗流场分析的方法对排水方案和灌浆封堵方案不同情况下的渗流场的水头分布进行了数值模拟，并对其外水压力进行了分析和研究，提出了渗流控制的具体措施。 - The ship - chamber is elastic and its distortion decides the distribution of water load . however the displacements of the ship - chamber are unknowable and how to determine the water load is the key point . the non - linear problem that load is dependent on displacement is analyzed and an iterative method is investigated to solve it
承船厢是充水的弹性结构，水是流动的，它的分布与厢体变形有关，而厢体变形又是未知的，针对这种水荷载与位移有关的非线性问题，提出了用迭代的方法来确定水荷载的具体分布，从而结构的受载情况得到了完全的描述。 - In order to calculate the high external water pressure , the rock seepage field and external water pressure coefficient should be treated in detail . concentrated on the questions of high external water pressure and flow of the deep - lying tunnel , the basic theory and method calculating external water pressure are systematically studied , the high external water pressure of jinping cascade 2 hydropower station is analyzed and studied in detail
本文在总结前人研究成果的基础上，围绕深埋隧洞的突涌水和高外水压力问题，系统地研究了深埋隧洞衬砌水荷载和外水压力的作用机理及计算方法等理论，并对锦屏二级水电站深埋引水隧洞的外水压力问题进行了详细的分析和研究。 - Secondly , grounded on the study of the distribution of the high external waterpressure and high geostress and the characteristic of the rock in engineering area , the paper built the elastoplastic fem numerical simulation model , and think over the procedure in tunnels excavation and the history of work of water load , and then get the relations between the different tunnels diameter , different permeability coefficient and depth of the grouting rock and the deformation , stress distribution and plastic range of the surrounding rock and support structure . finally , according to the modern design theory of tunnels construction , the particular design of country rock reinforcement and support structure are researched and presented for diversion tunnels
接着，本文在深入研究工程区高外水压力及高地应力分布规律及岩体特性的基础上，建立起高地应力、高外水压力作用下隧洞围岩结构非线性有限元仿真计算模型，然后考虑隧洞的开挖过程、水荷载的作用历史，通过计算分析得出了不同洞径、不同的灌浆圈渗透系数和不同的灌浆圈深度以及不同开挖过程与围岩及支护结构的应力、位移和塑性区的关系。