Investigation of the strength evolution of lime-treated London clay soil

Keyphrases

• London Clay 100%
• Lime-treated 100%
• Clay Soil 100%
• Strength Gain 100%
• Strength Evolution 100%
• Compaction Water Content 66%
• Engineering Design 33%
• Shear Stress 33%
• Treated Soil 33%
• Material Use 33%
• Curing Time 33%
• Shear Strength 33%
• Stress-strain 33%
• Stress-strain Response 33%
• Chemical Reaction 33%
• Cement Bond 33%
• Water Curing 33%
• Lime Soil 33%
• Lime Content 33%
• Curing Stage 33%
• Triaxial Test 33%
• Early Strength 33%
• Pozzolanic Activity 33%
• Soil Treatment 33%
• Curing Period 33%
• Reaction Products 33%
• Treatment Process 33%
• Brittleness 33%
• Undesirable Effects 33%
• Material Consumption 33%
• Hydrated Lime 33%
• Lime Dosage 33%
• Shear Strength Behavior 33%
• Shear Strength Properties 33%
• Eastern England 33%
• Unconsolidated Undrained Test 33%
• Physicochemical Changes 33%
• Mineralogical Transformation 33%
• Via Modeling 33%

Engineering

• Clay Soil 100%
• Strength Gain 100%
• Stress-Strain Relations 66%
• Moisture Content 66%
• Shear Strength 66%
• Design Engineering 33%
• Periodic Time 33%
• Lime Content 33%
• Pozzolanic Reaction 33%
• Brittleness 33%