1) soft soil creep model
屈服面软土蠕变模型
2) yield surface creep model
屈服面蠕变模型
3) yield surface model
屈服面模型
1.
The component model is more suitable for rock than yield surface model, but yield surface model is more adaptive to soft clay.
基于岩土流变模型的研究现状，把各种流变模型分成４类：元件模型、屈服面模型、内时模型和经验模型。
4) creep yield time
蠕变屈服期
5) soft soil creep
软土蠕变
1.
Through analysis,the soft soil creep is the main reason,breakdown of rigid joint is caused by minute sagging and displacement between bend buttress pier foundation and back soil under long-run loading.
瑞安市自来水公司长距离引水管线在平稳运行三年后连续发生多起泄漏和接口崩裂事故,经分析认为软土蠕变是事故的主要原因,管道弯管支墩基础和背土在长期的负载下出现微量的沉降和位移,导致节点刚性接口破坏。
6) double yield surface model
双屈服面模型
1.
The same homogeneous dam with 100 m height was calculated using Duncan E B and double yield surface models, the results is that the distributions of displacement and stress of rockfill body are same, but the values of displacement and stress of Duncan model are lager than double yield surface one.
用邓肯E—B模型和双屈服面模型计算了同一个 10 0m高的均质坝 ,其计算结果是堆石体的位移分布与应力分布都相同 ,但邓肯模型的位移值、应力值都比双屈服面模型的大。
2.
For a finite element analysis of deformation and stress calculation,Duncan-Chang E-B model and Shen-Zhujiang\'s double yield surface model are applied in this paper to simulate the rockfill embankment,and the linear elastic model is applied to simulate asphalt concrete slabs.
分别采用邓肯E-B模型和沈珠江双屈服面模型模拟堆石坝体、利用线弹性模型模拟沥青混凝土面板进行有限元变形及应力计算分析,并对两种不同模型在竣工期和蓄水期坝体堆石和面板的应力变形规律进行了比较。
补充资料：面软
1.谓顾及情面，板不起面孔来。
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