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1)  seepage body force
渗流体积力
1.
Based on spatial seepage flow theory, a three dimension elastoplastic finite element analysis program SNACP is used to analyze the influences of the seepage body force on the deformation, stress distribution and stability of dam foundation rock mass.
采用自编的三维弹塑性有限元通用程序SNACP,应用空间渗流理论,分析了渗流体积力对坝基岩体的变形、应力分布、稳定的影响,指出渗流体积力对岩基抗滑稳定不利,应予充分重
2.
Connecting with Longtan roller compacted concrete dam, the distribution lawof seepage body force of the roller compacted concrete dam and the concrete dam isquantitatively analysed by the three-dimensional seepage model and the finite element method.
结合龙滩碾压混凝土坝工程实例,采用三维渗流模型及有限元数值解法定量地分析了碾压混凝土坝及普通混凝土坝渗流体积力的分布规律,计算了八种计算方案下渗流体积力等值线图及渗流体积力的合力,并与传统的水荷载计算方法进行了比较。
3.
It is a new subject to control the situation, and calculate the seepage body force for stability.
如何分析大坝的这种渗流状态,进而进行渗流体积力的计算和稳定分析,是一个全新的课题。
2)  seepage body force isogram
渗流体积力等值线
1.
Also is computed the seepage body force isogram and the resultantforce of the seepage force, which is compared with the traditional water load calculating method.
结合龙滩碾压混凝土坝工程实例,采用三维渗流模型及有限元数值解法定量地分析了碾压混凝土坝及普通混凝土坝渗流体积力的分布规律,计算了八种计算方案下渗流体积力等值线图及渗流体积力的合力,并与传统的水荷载计算方法进行了比较。
3)  seepage force
渗流体力
1.
Mechanism of combined action of seepage force and surface pressure difference in vacuum-preloading method;
真空预压法中渗流体力和压差面力联合作用机理浅析
4)  permeation volume strength
渗透体积力
1.
Several theoretical concept of tunnel permeation volume strength are discussed,such as the the surrounding rock bearing strength,the constructional reinforcement of the tunnel liner,and the increase of the gap between the liner and the tunnel with internal water pressure.
分析天荒坪抽水蓄能电站上游高压隧洞观测仪器在充排水试验过程中所记录的实测资料,讨论高压隧洞围岩承载、衬砌构造配筋、衬砌与围岩之间缝隙随内水压力增加而增加等隧洞渗透体积力理论概念,期望通过实测资料来进一步理解和说明高压隧洞渗透体积力理论,以便更好地指导设计。
5)  seepage flow/finite volume method
渗流/有限体积法
6)  random seepage force
随机渗透体积力
补充资料:赤力力
1.亦作"赤历历"。 2.象声词。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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