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1)  vertical drain
竖向排水体
1.
Review of soil foundation consolidation deformation with vertical drains;
竖向排水体地基固结变形问题研究综述
2.
The pressure drop of fluid in the prefabricated vertical drains(PVD) in vacuum preloading ground was analyzed based on the pressure-drop theories of ascending one-phase flow and two-phase flow.
基于上升单相流与两相流压降理论,分析真空预压地基竖向排水体内流体的压降规律,再根据真空预压地基排水体中流体真空度的现场试验,得到以下结论:真空预压地基内流体的压强沿流体运动方向逐渐减小;真空预压期间只有地下水相对压强为0的压力面(零压力面)以上的流体才有真空度,零压力面以下地基土体中只存在孔隙压力下降,流体不存在真空度;孔隙压力降低与流体真空度是完全不同的两个概念;真空预压地基竖向排水体内流体的总压降主要包含重力压降和摩阻压降,重力压降是流体在竖直方向的固有压降;抽真空期间竖向排水体内零压力面的降低深度是真空预压强度的直接体现。
3.
Various forms of analytical solutions have been proposed from time to time for evaluating the consolidation of homogeneous and isotropic ground with vertical drains under axisymmetrical conditions.
竖向排水体包括砂井和塑料排水板已广泛应用于加速软黏土地基的固结。
2)  vertical drainage body
竖向排水体
1.
The consolidation analysis of the soft soil foundation with vertical drainage body
竖向排水体的软土路基固结分析
2.
On the basis of the actual observation data on settlements after construction,the effect of the length of vertical drainage body on soft foundation treated by vacuum preloading combined surcharge loading method is explained.
结合未打穿和打穿竖井地基的工后监测数据,论述了竖向排水体长度对真空联合堆载预压处理软土地基效果的影响。
3.
The plastic zone around a vertical drainage body is like a bottle.
竖向排水体施工具有挤土效应。
3)  vertical drain
竖向排水
1.
Control of seepage in earth dams with a vertical drain;
土石坝竖向排水的渗流控制(英文)
4)  chimney drain
烟囱式排水,竖向截水体
5)  vertical drains
竖向排水井
1.
Analytic solution of consolidation equation for soft soil with vertical drains subject to non-uniformly distributed initial pore water pressure;
初始孔压非均布竖向排水井地基固结方程的解析解
2.
The viscoelasic consolidation by vertical drains under time-dependent loading is studied in the paper.
就实际工程中荷载逐渐施加情况下的竖向排水井地基粘弹性固结问题进行了研究 ,给出了相应的解析解 ,根据该解 ,通过编程计算 ,探讨了变载下竖井地基粘弹性固结的一般规律。
6)  vertical drain well
竖向排水井
1.
Analysis on viscoelastic consolidation of soil foundations by vertical drain wells considering semi-permeable boundary;
半透水边界的竖向排水井地基粘弹性固结分析
补充资料:城市用地竖向规划
城市开发建设地区(或地段),为满足道路交通、地面排水、建筑布置和城市景观等方面的综合要求,对自然地形进行利用、改造,确定坡度、控制高程和平衡土石方等而进行的规划设计。
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