excess pore pressure中文,excess pore pressure的意思,excess pore pressure翻译及用法

2025-11-23 20:57 浏览次数 11

excess pore pressure

英[ˈekses pɔ: ˈpreʃə]美[ˈɛkˌsɛs pɔr ˈprɛʃɚ]

超孔隙压力

excess pore pressure 片语

片语

residual excess pore water pressure残余孔隙水压力

excess pore pressure ration超孔压比

excess pore wconsumedr pressure超孔压力

negative excess pore pressure超静负孔压

critical excess pore water pressure临界超静孔压

relative excess pore water pressure相对超孔隙水压力

excess pore water pressure model孔隙水压力模型

excess pore pressure dissipation超静孔隙水压力消散

excess pore pressure 例句

英汉例句

  • during the second stage, the excess pore pressure was dissipated under the constant loads.

    固结阶段,土体在恒定荷载作用下,超孔隙气压和超孔隙水压逐渐消散而固结。

  • on the other hand, the dissipation of excess pore pressure also affects the development of rheological deformation of soil.

    同样,超静孔压的消散也影响着土的流变发展。

  • the excess pore pressure measured in the same site is also compared with them. the maximum influence radius of the increment of soil pressure under the pile tip is discuss…

    也将同一场地测得的侧压力增量与超孔隙水压力进行比较,并对桩端下土压力增量的最大影响半径进行了讨论。

  • the effects of dissipation of excess pore pressure on the bearing capacity of inclined piles are also considered.

    同时还对局部倾斜桩、倾斜群桩及基坑开挖导致的局部倾斜桩的竖向承载力进行了分析。

  • since the excess pore pressure is small, it has no influence on the stability of the foundation.

    超静孔压不大,且有规律性,不影响沉降稳定性;

  • silt is easy to liquefy under cyclic loading such as wave effect. and excess pore pressure plays an important role in dynamic behavior of silt soil and its change can affect seabed stability directly.

    粉土在波浪等动荷载作用下极易发生液化破坏,而孔隙水压力在粉土动力学行为中扮演了一个很重要的角色,其发展变化会直接影响到土体的稳定性。

  • furthermore, the dissipation of excess pore pressure of soil adjacent to pile after piling is analysed.

    在此基础上,进一步分析了压桩结束后桩周土体超静孔压消散的固结过程。

  • it is found that the seabed in front of the platform mat is most vulnerable to liquefaction because the excess pore pressure there is larger than that far from the platform.

    结果表明,平台沉垫前海床中超静孔隙水压力较远离平台处略大,是最有可能发生液化的区域。

  • the initial relative density of the deposited sand, the velocity of the sphere and excess pore pressure ratio are the main factors in the tests.

    试验中考虑了砂土的初始相对密度、钢球的运动速率、液化后砂土的超孔压比等因素的影响。

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