Forecast of geotechnical parameters of transportation infrastructure

被引：0

作者：

Andrei, S ^{[1
]}

Manea, S ^{[1
]}

Jianu, L ^{[1
]}

机构：

[1] Tech Univ Civil Engn, Bucharest, Romania

来源：

GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE | 1999年

关键词：

California Bearing Ratio; compaction; forecast; similarity; print; state diagram;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper presents the application of a method based on soil similarity for the forecast of geotechnical parameters needed for the design of roads, highways, airports and railways. Starting from the nature (grain size distribution and plasticity limits) and the state of a soil (water content and the bulk specific volume) there could be estimated the hydraulic parameters, the optimum state for compaction and the California Bearing Ratio.

引用

页码：77 / 82

页数：6

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GEOTECHNIQUE, 1997, 47 (02) :363-366

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