1) partially penetrated vertical drains
未打穿砂井
1.
Considering the well resistance and the smear effects,the numerical modeling and the solution method for multi-layered clays consolidation by partially penetrated vertical drains under time-dependent loading are presented.
考虑井阻和涂抹区的影响,建立成层未打穿砂井地基固结的数值模型和算法。
2.
This results in the studies on the consolidation theory of soft soil with partially penetrated vertical drains.
但是在实际工程中某些情况下并不适合于采用打穿砂井地基,例如当软土层太深以至于完全打穿不太经济,或施工不可能,这就引发了对未打穿砂井地基固结理论的研究。
2) ground by partially penetrated sand drain
未打穿砂井地基
1.
Analysis of consolidation of underlying soft layer of ground by partially penetrated sand drain;
未打穿砂井地基下卧层固结研究分析
2.
The ground by partially penetrated sand drain is turned into an equivalent-double-layered ground with the general solution of average degree of consolidation;and its analytical solution of one-dimensional consolidation is worked out,and furthermore,the average degree of consolidation is gained.
利用平均固结度普遍解,将未打穿砂井地基转化为等效双层地基,给出其一维固结的解析解,求出未打穿砂井地基的平均固结度。
3) partially penetrated vertical drains
未打穿竖井
1.
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain;
复杂荷载作用下考虑下卧层三维渗流的未打穿竖井地基固结分析
4) ground with partially penetrated vertical drains
未打穿竖井地基
5) partially penetrated vertical drains
未打穿竖向排水井
1.
Consolidation theory for soft soil with partially penetrated vertical drains;
未打穿竖向排水井地基固结理论
6) un-striking through
未打穿
1.
The paper develops the analytic theory of ground consolidation bb shaft of un-striking through semi-permeable down horizontal bed.
本文发展了考虑半透水下卧层的未打穿竖井地基固结解析理论 ,并分析了此类地基的固结基本形状。
补充资料：穿井
【穿井】
（譬喻）渐见佛性，譬之穿井而见湿土。法华经法师品曰：“药王，譬如有人渴乏须水。于彼高原穿凿求之，犹见干土。知水尚远。施功不已，转见湿土。遂渐至泥。其心决定知水必近。”
（譬喻）渐见佛性，譬之穿井而见湿土。法华经法师品曰：“药王，譬如有人渴乏须水。于彼高原穿凿求之，犹见干土。知水尚远。施功不已，转见湿土。遂渐至泥。其心决定知水必近。”
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