3B. Stabilization I 2012 - Purdue University...9/12/12 2 Use’locally’available’materials’...
Transcript of 3B. Stabilization I 2012 - Purdue University...9/12/12 2 Use’locally’available’materials’...
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Roadway and Pavement Design
Blending and mixing materials in order to improve certain properties Mechanical (blending) Additive
Stabilization -‐ Permanently improve engineering properties, including significant strength gain
Modification – Process that results in some property being improved, but not a significant increase in strength
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Use locally available materials Conserve high quality material Recycle existing pavements/bases Improve durability Reduce pavement thickness Facilitate construction
Lime Portland cement Fly ash Bitumen (asphalt emulsions) Combinations of the above
Lime High PI soils (usually >10)
Portland Cement PI 10-‐30
Fly ash -‐ fine grained silts Bitumen
PI < 10 (sands)
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Lime (percent by weight) High PI soils (PI>10) 2% for modification 3-‐6% for stabilization
Portland cement (percent by weight) Granular materials, 3-‐7% Silty soil & lean clays, 6-‐15% Do not use w/ organic materials
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Fly ash Commonly used w/ lime on silts
Pozzolanic High quantities normally required
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Bitumen (PI<10) Granular material ▪ Coarse-‐grained, 2-‐4% ▪ Fine-‐grained, 4-‐6%
Waterproofing ability
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Some type of design is normally used Consider
Workability Strength Durability Volume sensitivity
In-‐place (most common) Central plant (bitumen only)
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Preparation by pulverization Apply stabilizer Water application (if needed) Mixing Compaction
Initial, final w/ shaping Cure
Remove materials to plant Prepare site (if needed) Mix material in the plant Place Compact Cure
In-‐place density usually employed for QC/QA purposes
Density/moisture relationship of stabilized materials changes with curing time and stabilizer content
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γd (pcf)
Moisture Content (%)
No Lime
6% Lime 2% Lime
γd (pcf)
Moisture Content (%)
No Lime
24 Hours, 6% Lime
1 Hour, 6% Lime
Soil Stabilization Index System Developed by Jon Epps for the Corps of Engineers
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Perform sieve analysis Perform Atterberg limits See chart