Strohm, W. E., Bragg, G. H., & Ziegler, T. (1978). Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines (Report No. FHWA-RD-78-141). United States. Federal Highway Administration. Offices of Research & Development. https://rosap.ntl.bts.gov/view/dot/30017
Strohm, William E., G. H. Bragg, and T.W. Ziegler. Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines. Report no. FHWA-RD-78-141. United States. Federal Highway Administration. Offices of Research & Development, 1978. https://rosap.ntl.bts.gov/view/dot/30017.
Strohm, William E., et al. Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines. United States. Federal Highway Administration. Offices of Research & Development, 1978, Report no. FHWA-RD-78-141, ROSA P. https://rosap.ntl.bts.gov/view/dot/30017.
This fifth report provides guidance on geological investigations, durability classification of shales, design features, and construction procedures unique to compacted shale embankments for highways. Guidance is also given on techniques for evaluating existing shale embankments and remedial treatment methods for distressed shale embankments. Index tests and classification criteria for determining shale durability, techniques for evaluating excavation characteristics, and alternative procedures for excavation, placement and compaction of shales to achieve adequate stability and minimum settlement are described. The use of drainage measures, selective excavation and placement of nondurable shales in thin lifts with procedural compaction provisions based on field test pads is emphasized.
The purpose of the three-phase study is to develop design and construction methodologies that will enable shales causing settlements and slope failure
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The purpose of the three-phase study is to develop design and construction methodologies that will enable shales which have caused settlements and slo
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A criterion for anticipating the performance of shales in embankments according to simple slaking indexes is presented. The basis for this criterion i
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This fourth report covers Phase III field sampling and pressuremeter tests at six shale embankments and laboratory tests on undisturbed embankment sam
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Strohm, W. E., Bragg, G. H., & Ziegler, T. (1978). Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines (Report No. FHWA-RD-78-141). United States. Federal Highway Administration. Offices of Research & Development. https://rosap.ntl.bts.gov/view/dot/30017
Strohm, William E., G. H. Bragg, and T.W. Ziegler. Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines. Report no. FHWA-RD-78-141. United States. Federal Highway Administration. Offices of Research & Development, 1978. https://rosap.ntl.bts.gov/view/dot/30017.
Strohm, William E., et al. Design and Construction of Compacted Shale Embankments: Vol. 5. Technical Guidelines. United States. Federal Highway Administration. Offices of Research & Development, 1978, Report no. FHWA-RD-78-141, ROSA P. https://rosap.ntl.bts.gov/view/dot/30017.
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ensure public access to scientific information.
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