1) seepage after peak stage
峰后渗流
2) important parameters
渗流关键峰值
3) post-peak phase
峰后
1.
Generally surrounding rock will enter into its post-peak phase in soft rock or deep underground engineering,a large quantity of cracks appear,spread,stagger and stretch,which is the main reason for the deformation and bearing capacity decreasing of surrounding rock,therefore uniaxial experiment can not reflects the essence of surrounding rock deformation in its post-peak phase.
软岩和深埋地下工程的围岩一般要进入峰后阶段,大量裂缝的衍生、扩展、错动和张开是围岩变形、承载力下降的主要原因,单轴实验已不能反映峰后围岩的变形本质。
4) postpeak
后峰
5) post-failure behavior
峰后特性
1.
Beginning with the important engineering significance of the rock post-failure behavior,this paper depicts the concept of rock dilatancy nature,its development and research actuality.
作者从研究岩石峰后特性的重要工程意义着手,叙述了岩石峰后剪胀的概念、发展历史和研究现状,以及目前研究中存在的问题,强调了研究岩石峰后剪胀效应的重要性。
6) Post peak Characteristic
峰后特征
补充资料：峰浓度和达峰时间
峰浓度和达峰时间
峰浓度是指药物吸收后，血药浓度达到的最大值；达峰时间是指给药后血药浓度达到峰浓度所需的时间。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条