Compaction and strength properties of road subbase infused with a latex copolymer

Keyphrases

• Brunei Darussalam 33%
• Compaction 33%
• Compaction Characteristics 66%
• Compaction Properties 100%
• Compressive Strength 33%
• Cost-effective Design 33%
• Cylindrical Specimen 33%
• Design Alternatives 33%
• Differential Settlement 33%
• Engineering Properties 33%
• Latex Copolymer 100%
• Local Roads 33%
• Maximum Dry Density 66%
• Non-hazardous 33%
• Optimum Moisture Content 66%
• Particle Size Distribution 33%
• Pavement Surface 33%
• Peat 33%
• Polymer Content 100%
• Polymer Mixtures 33%
• Proctor Compaction Test 33%
• Ride Quality 33%
• Road Base 33%
• Road Sub-base 100%
• Serviceability 33%
• Sieve Analysis 33%
• Soft Clay 33%
• Soil-aggregate Mixture 66%
• Stabilized Soil 33%
• Strength Characteristics 33%
• Strength Properties 100%
• Subbase 33%
• Surface Condition 33%
• Unconfined Compression Test 33%
• Unconfined Compressive Test 33%
• Weak Ground 33%
• Weak Subgrade Soil 66%

Engineering

• Compaction Characteristic 20%
• Compression Test 20%
• Compressive Strength 20%
• Compressive Test 20%
• Design Alternative 20%
• Differential Settlement 20%
• Engineering Property 20%
• Maximum Dry Density 40%
• Optimum Moisture Content 40%
• Polymer Mixture 20%
• Road 100%
• Serviceability 20%
• Stabilised Soil 20%
• Subgrade 40%
• Surface Condition 20%
• Test Result 20%