DETERMINATION OF STRENGTH EQUIVALENCY FACTORS FOR THE DESIGN OF LIME-STABILIZED ROADWAYS
Unconfined compressive strength tests were used to measure the cementing reaction of various lime-soil combinations when cured under various conditions. Soils from twelve locations throughout California were treated with four lime products. It was determined that curing laboratory test specimens for seven days at 110 deg F (43 deg C) will provide a satisfactory method for establishing a design lime content for lime treated soils. A method for applying the design strength of lime treated soils to the California highway structural design procedure was also developed. /FHWA/
- This study was conducted in cooperation with the U.S. Department of Transportation, Federal Highway Administration.
5900 Folsom Boulevard
Sacramento, CA United States 95819
- Alexander, M L
- Publication Date: 1978-12
- Pagination: 64 p.
- TRT Terms: Calcium oxide; Concrete curing; Highway design; Soil stabilization; Strength of materials; Structural design
- Subject Areas: Geotechnology; Highways;
- Accession Number: 00193740
- Record Type: Publication
- Source Agency: Federal Highway Administration
- Report/Paper Numbers: FHWA-CA-TL-78-37 Final Rpt.
- Contract Numbers: D-2-17
- Files: TRIS, USDOT, STATEDOT
- Created Date: Aug 15 1979 12:00AM