Cement Stabilized Fill for Conduit Support

by Richard B. Gatanach, Civ. Engr.; U.S. Army Coprs of Engrs., Albuquerque, NM,
Thomas N. McDaniel, Civ. Engr.; U.S. Army Corps of Engrs., Albuquerque, NM,


Serial Information: Journal of the Soil Mechanics and Foundations Division, 1971, Vol. 97, Issue 6, Pg. 959-963


Document Type: Journal Paper

Abstract: A compacted sand and gravel fill, stabilized with cement, was used to provide an economical foundation under a portion of the outlet works conduit at Cochiti Dam in north central New Mexico. Based on results of tests a cement stabilized fill with a 28-day compressive strength of 1,000 psi was considered an adequate foundation for the conduit. The test results are presented herein.

Subject Headings: Fills | Conduits | Cement | Compressive strength | Dam foundations | Compacted soils | Compaction (material) | Soil stabilization | North America | United States | New Mexico

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