Chapter
Mar 28, 2013
Additives for Soil-Cement Stabilization
Authors: Benjamin F. Bowers, John L. Daniels, Shaogang Lei, and Nicholas J. DeBlasisAuthor Affiliations
Publication: Pavement and Geotechnical Engineering for Transportation
Abstract
Soil-cement stabilization is commonly used in road construction applications when temperatures exceed 10°C. At lower temperatures, cementitious reactions proceed more slowly and strength development remains incomplete. As a component of a larger research effort, this paper reports on the use of sodium chloride (NaCl) and calcium chloride (CaCl2) for enhancing strength gain at curing temperatures of 2°C and 10°C. The results are mixed depending on the soil, with both increased and decreased unconfined compressive (UC) strength at both temperatures for curing durations of 3 and 7 days. For example, one local soil (Johnston County, NC) mixed with 6% Portland cement and 1.5% sodium chloride (by volume in molding moisture content) resulted in an increase in UC strength from 1748 to 2303 kPa when cured at 10°C for 7 days. Another local soil (Buncombe County, NC) responded negatively to NaCl addition. Clay content and overall composition are postulated as controls on additive efficacy.
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© 2013 American Society of Civil Engineers.
History
Published online: Mar 28, 2013
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ASCE Technical Topics:
- Chemical additives
- Chemical compounds
- Chemicals
- Chemistry
- Chloride
- Curing
- Engineering fundamentals
- Engineering materials (by type)
- Environmental engineering
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Measurement (by type)
- Salts
- Sodium
- Soil cement
- Soil mechanics
- Soil properties
- Soil strength
- Strength of materials
- Temperature effects
- Temperature measurement
Authors
Affiliations
Benjamin F. Bowers
Graduate student, Department of Civil and Environmental Engineering, University of Tennessee-Knoxville, Knoxville, TN 37996
John L. Daniels
P.E.
M.ASCE
Associate Professor, Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte, NC 28223, USA
Shaogang Lei
Associate Professor, Institute of Land Resources, China University of Mining and Technology, Xuzhou, Jiangsu Province, China
Nicholas J. DeBlasis
Graduate student, Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte, NC 28223, USA
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