1) the resist and strengthening action of piles
桩的遮拦作用
1.
By the analysis of the tests results, the conclusion is drawn a s follows: the resist and strengthening action of piles in piles?soil?cap inte raction are proved by tests results;.
通过试验结果的分析 ,得出桩的遮拦作用提高了承台下土体极限承载力的结论 ,为理论研究提供了试验依据 ;同时对桩的非线性工作状况进行分析 ,得出大桩距群桩受荷时桩先进入非线性然后承台下土体再进入非线性的结论。
2) the resist and strengthenning action
遮拦加强作用
1.
Based on Berezantzer s question for the ultimate bearing capacity of circular foundation and quoting from the theory answer for the ultimate resistance to the soil sliding around a pile,the theory formula of the ultimate bearing capacity increment of the soil under a strip cap with sparse piles due to the resist and strengthenning action of piles is deduced in this paper.
)课题的基础上,引用滑动土体绕过桩时所遇到的极限阻滑力的理论解答,导出了复合桩基圆形承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式,并给出相应的计算图表。
2.
Based on Prandtl s question and Terzachi,s question for the ultimate bearing capacity of foundation and combined with the theory answer for the ultimate resistance to thesoil sliding around a pile, the theory formula of the serement of the ultimate bearing capacityof the soil under a strip cap with sparse piles due to the resist and strengthenning action ofpiles is deduced in this paper.
在条形地基极限承载力的Prandtl课题和Terzachi课题的基础上,结合滑动土体绕过桩时所遇到的极限阻滑力的理论解答,导出了疏桩承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式。
3) support between piles
桩间遮拦力
5) flood obstruction
拦洪作用
6) sheltering effects
遮帘作用
1.
Analysis of sheltering effects of previously driven piles on soil displacements in soft soils;
软土中已打入桩对土体位移的遮帘作用研究
补充资料:胞饮作用和胞吞作用
胞饮作用和胞吞作用
pinocy tosis and endocytosis
吸收膜外吸附的溶液或物质.例如大分子或分子的聚集体(moleeular aggregates),如图所示。一般胞饮作用是指以这种方式吸收液体徽滴的过程,胞吞作用是指吸收大分子或分子聚集体的过程,但有时也用胞饮作用或胞吞作用泛指通过质膜内陷吸收膜外所吸附的物质的过程。通常这种过程在矿质养分吸附中的作用不大,但胞饮作用或胞吞作用为大分子的吸收提供了一种可能的机理。(饶立华)胞饮作用和胞吞作用(pinocy‘0515 and“n-docytosis)细胞外的液体徽滴或物质吸附在质腆上,通过质膜内陷形成小囊泡而被消化吸收的过程。电镜观察的资料证明植物根可以通过质膜内陷的方式 脆饮作用及胞吞作用示意图(a)质膜外吸附大分子及液滴,(b)质膜在吸附大分子及液滴的部位内陷.(c)质膜内陷部位形成的小t泡进入细胞质,(d)小续泡 膜溶解。其内含物转移到细胞质中
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