1) excessive wet subgrade
过湿路基
1.
Through analyzing the mechanism of reinforced gravel with geotechnical grid and the geological characteristics of excessive wet subgrade,the construction scheme of reinforced gravel with two-way geotechnical grid is designed.
通过分析土工格栅加筋碎石作用机理,结合工程实例中过湿路基的地质特点,设计双向土工格栅加筋碎石垫层的施工方案,并对垫层顶面回弹弯沉值检验评定,验证了施工方案的有效性。
2) over-wet loess subgrade
过湿黄土路基
1.
Taking the over-wet loess subgrade construction of advanced-grade highway in Shaanxi province as an example, the paper systematically issues about the features of natural loess with richer water, lower intensity and larger compressibility, and the treatment of subgrade with loess as the material.
本课题结合陕西地区高等级公路过湿黄土路基施工,对含水量高、强度低和压缩性大的天然黄土性质及其地基处理等问题开展系统地研究。
3) moist section
过湿路段
4) cuts excessively wet
过湿路堑
5) saturated clay subgrade
湿软路基
1.
Analysis and application of treatments to diminish residual deformation of saturated clay subgrade;
湿软路基残余变形控制技术及其工程应用
2.
Then a theoretical method used to forecast residual deformation of saturated clay subgrade under vehicle load is established in this paper.
采用室内动三轴试验模拟了行车荷载作用下路基土的残余应变特性和孔隙水压力变化规律,提出了行车荷载作用下湿软路基残余变形的预估方法,并通过上海城市外环线通车2年后路基残余变形预估值和实测值的对比计算验证。
6) Wet Sub-grade
潮湿路基
1.
Calculation Model of Coupled Reaction of Temperature Field and Moisture Field in Wet Sub-grade;
潮湿路基温度场、湿度场耦合作用的计算模型
补充资料:水过地皮湿
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