1) impeded boundaries
半透水边界
1.
Consolidation analysis of double-layered ground with impeded boundaries using vertical drains for soil improvement;
双层竖井地基半透水边界固结分析
2.
One-dimensional consolidation of layered and visco-elastic ground under arbitrary loading with impeded boundaries;
变荷载下半透水边界成层黏弹性地基的一维固结分析
3.
One dimensional consolidation analysis of layered soils with impeded boundaries;
层状土半透水边界一维固结分析
2) semi-permeable boundary
半透水边界
1.
The paper studies on the problem of paste elastic consolidation of sans well foundation with semi-permeable boundary due to bad drainage of sand course in the actual project.
本文研究了实际工程中由于砂垫层排水不良而具有半透水边界的砂井地基粘弹性固结问题 ,给出了相应的解析解 ,并根据该解 ,通过编程计算 ,探讨了半透水边界及土的粘弹性参数对固结过程的影响。
2.
The study states clearly the semi-permeable boundary has a greater influence on the ground consolidation course by shaft.
研究表明 ,半透水边界对竖井地基固结过程有较大影响 ;下卧层半透水综合参数 Rv 越大 ,固结越快 ;当其增大到一定程度时 ,其影响可忽略 ,即半透水边界可作为完全透水边界来处
4) boundary permeability
边界透水性
1.
In this paper,the consolidation problem of soft clay ground improved by granular columns considering boundary permeability is studied and the corresponding analytical solution is developed.
文章研究了考虑边界透水性的散体材料桩复合地基固结问题,给出了相应的解析解。
6) Transmitting boundary
透射边界
1.
The explicit finite element method and the transmitting boundary are used.
本文以饱水两相介质的土力学模型为研究对象,在假定两相介质为弹性介质条件下,采用了显式有限元法和透射边界进行了饱和弹性半空间动力响应问题的研究。
2.
To overcome this drawback of the classical fixed/free boundary of finite computational models for structure-foundation systems, a transmitting boundary model has been proposed to account the dynamic inter.
为了改善这一不合理状况，该文提出周期分布结构-地基系统在竖向传播地震作用下的透射边界模型，用于处理结构-地基的动力相互作用。
补充资料：透水
1.跳水，跳进水里自杀。
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