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3.stress in soil mass
体应力收藏指正
4.compression and deformation of soil mass
体的压缩和变形收藏指正
5.stability of rock mass and soil mass surrounding underground excavation
地下洞室围岩()稳定性收藏指正
6.SEISMIC RESPONSE ANALYSIS OF CHENGDU CLAY SOIL MASS
成都粘场地体的地震反应分析收藏指正
7.Study on features of Neogene tectonic structure planes of soil mass
体新近纪构造结构面特征探讨收藏指正
8.Besides, thevarious stress distribution of the soil mass around the anchorage end iscompared with regard to different grid density by densifying the soil element.
对预应力锚筋锚头周围的体单元进行加密,比较了不同网格密度情况下锚头附近体的应力分布情况。收藏指正
9.With increase of soil hardn ess, digging duration in incisors significantly increased, but dried soil mass d ug out by the zokors in each bout reduced.
随着壤硬度的增加,高原鼢鼠挖掘的时间及每次挖掘时持续的时间明显增加,而每次的掘量显著减少。收藏指正
10.In view to reinforcement soil mass, the mechanical character of the contactsurface between anchorage bar and soil medium seems rather complicated and ittends to appear stress concentration in the soil mass around the anchorage endof prestressed anchor bar, which necessitate the research on the reinforcementtheory.
对于加筋体来说,锚筋与岩介质之间的接触面力学性质比较复杂,预应力锚筋锚头附近的体容易出现应力集中现象,因此对加筋机理的研究是非常有必要的。收藏指正
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