Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Development of Failure Criteria of Flexible Pavement Thickness Requirements for Military Roads and Streets, Elastic Layered Method
The conventional procedure for the thickness design of flexible pavements for military roads and streets is based on the California Bearing Ratio (CBR) equation. In recent years, the elastic layered method has been used in the Corps of Engineers for the design of pavements for military roads, streets, walks, and open storage areas. This report contains the theoretical development that is the basis of the design criteria for flexible pavement for military roads and streets. The flexible pavement design procedure for roads and streets based on the CBR equation is presented. The design index ranges from 1 to 10 with greater design index corresponding to heavier traffic, depending upon the frequencies and compositions of the design traffic.
Development of Failure Criteria of Flexible Pavement Thickness Requirements for Military Roads and Streets, Elastic Layered Method
The conventional procedure for the thickness design of flexible pavements for military roads and streets is based on the California Bearing Ratio (CBR) equation. In recent years, the elastic layered method has been used in the Corps of Engineers for the design of pavements for military roads, streets, walks, and open storage areas. This report contains the theoretical development that is the basis of the design criteria for flexible pavement for military roads and streets. The flexible pavement design procedure for roads and streets based on the CBR equation is presented. The design index ranges from 1 to 10 with greater design index corresponding to heavier traffic, depending upon the frequencies and compositions of the design traffic.
Development of Failure Criteria of Flexible Pavement Thickness Requirements for Military Roads and Streets, Elastic Layered Method
Y. T. Chou (Autor:in)
1992
32 pages
Report
Keine Angabe
Englisch
Highway Engineering , Logistics Military Facilities & Supplies , Pavements , Roads , Army corps of engineers , Bearing strength , California , Elastic properties , Equations , Failure , Flexible materials , Layers , Military applications , Ratios , Requirements , Storage , Thickness , Construction , Military facilities , Strength(Mechanics) , Asphalt , Computer programs , Elastic layers , Failure(Mechanics) , Flexible structures , Subgrades , Design criteria , Bituminous materials , Strain(Mechanics) , California bearing ratio , Bearing capacity
Composite pavement design for roads and streets
| Engineering Index Backfile | 1963
METHOD OF FORMING LAYERS OF ROAD PAVEMENT OF ROADS AND CITY STREETS
| Europäisches Patentamt | 2018
| Engineering Index Backfile | 1908