1.
Research on Structural Analysis of Cement Concrete Pavement with Lean Concrete Base;
贫混凝土透水基层水泥混凝土路面结构分析
2.
Study on Structure and Material of High-Grade Highway on Permeable Base Layer in Rainy Area;
多雨地区高等级公路透水基层结构与材料研究
3.
The Thermal Stress Analysis of Cement Concrete Pavement with Lean Concrete Porous Base Course;
贫混凝土透水基层水泥混凝土路面温度应力分析
4.
impermeable barrier
不可渗透层;不渗水层;不渗透遮挡层;不透层;不透水隔层
5.
Lower Water Level by Strata for Large Deep Foundations with Weak Permeable Clay Soil;
弱透水粘性土的大面积深基坑分层降水
6.
Experimental Study on the Permeable Semi-rigid Base Mixture
透水半刚性基层混合料路用性能试验研究
7.
The construction requirements of large grain size hydraulic pervious bituminous mixtures flexible base
大粒径透水性沥青混合料柔性基层的施工要求
8.
The external layer of the skin is relatively impermeable to water.
皮肤的外层不透水。
9.
An aquiclude stores water but does not transmit significant amounts.
一个不透水层只存水但不能大量导水。
10.
Application Study on Large Stone Pervious Asphalt Mixture for Qing-Lai Highway Flexible Base;
大粒径透水性沥青混合料柔性基层在青莱高速公路上的应用研究
11.
Characteristic and Seepage Stability Analysis of Faulted Zone along River in Yanshan Reservoir Dam Foundation
燕山水库坝基顺河向断层带特征及渗透稳定性分析
12.
Water-proof premier of the high-speed railway bridge surface and application of high infiltration modified epoxy material
高速铁路桥面防水基层处理与高渗透改性环氧新材料的应用
13.
Application of Large-stone Porous Asphalt Mixes in Flexible Base Courses in Heguan Expressway
大粒径透水性沥青混合料柔性基层在菏关高速公路中的应用
14.
Study on seepage stability of deep overburden for dam foundation of Pangduo hydro project in Tibet
西藏旁多水利枢纽坝基深厚覆盖层渗透稳定性研究
15.
Quality Defect and Countermeasures of Construction of Large Stone Porous Asphalt Mixture Flexible Base
大粒径透水性沥青混合料柔性基层施工质量缺陷及其对策
16.
Application of iterative method forevaluation of permeability coefficient of phreatic aquifer;
运用迭代法推求潜水含水层渗透系数
17.
Water pressure outside pressure tunnel under water-tight layer and effective stress of seepage
不透水层压力隧洞外渗透压力和渗流有效应力
18.
The soft soil is featured by big viscosity, bad water permeability, big water content, low bearing capacity, big settlement and complex soil layers.
软土地基的土质具有粘性大,透水性差,含水量大,承载力低,沉降量大,土层结构复杂等特点。