Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stabilization of Pierre Shale FO39-1(1) Lyman County, South Dakota
This report concerns the preconstruction, construction and post-construction testing on an experimental project in Lyman Co., South Dakota. The 8.74-mile project is divided into 20 experimental sections, each of a different design, featuring lime stabilization, lime-asphalt stabilization, phosphoric acid plus ferric sulphate stabilization and Products Development Company stabilizer. The objective of the study is to develop an economic method for preventing warping and distortion of pavements by the highly expansive in-place soils over which these pavements are constructed. Effectiveness of treatment is measured in the field by plate bearing tests, field CBR Present Serviceability Index, Rideability Index (high speed relative roughometer), multiple longitudinal profiles, and frost penetration measurements. Undisturbed cores are taken annually for laboratory anaylsis to include CBR, volume change moisture-density values, and Atterberg limits.
Stabilization of Pierre Shale FO39-1(1) Lyman County, South Dakota
This report concerns the preconstruction, construction and post-construction testing on an experimental project in Lyman Co., South Dakota. The 8.74-mile project is divided into 20 experimental sections, each of a different design, featuring lime stabilization, lime-asphalt stabilization, phosphoric acid plus ferric sulphate stabilization and Products Development Company stabilizer. The objective of the study is to develop an economic method for preventing warping and distortion of pavements by the highly expansive in-place soils over which these pavements are constructed. Effectiveness of treatment is measured in the field by plate bearing tests, field CBR Present Serviceability Index, Rideability Index (high speed relative roughometer), multiple longitudinal profiles, and frost penetration measurements. Undisturbed cores are taken annually for laboratory anaylsis to include CBR, volume change moisture-density values, and Atterberg limits.
Stabilization of Pierre Shale FO39-1(1) Lyman County, South Dakota
E. B. McDonald (Autor:in)
1966
65 pages
Report
Keine Angabe
Englisch
Civil Engineering , Shale , Roads , Stabilization , Pavements , Soils , Traffic , Clay , Construction materials , Costs , Roughness , Cracks
Slope Stability Concerns on Pierre Shale, Oahe Dam - Pierre, South Dakota
| British Library Conference Proceedings | 2005
| British Library Online Contents | 2006
Project SA 0124 Yankton County, South Dakota
NTIS | 1973