A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
;Contents: Evaluation of Resilient Modulus of Cemented Lime Rock Base Materials in Florida; Assessment of In Situ Structural Properties of Lime-Stabilized Clay Subgrades; Engineering Behaivor of Lime-Treated Louisiana Subgrade Soil; Resilient Modulus Testing of Lean Emulsified Bases; Effectiveness of Various Sludge Stabilization and Solidification Methods; Use of Hydrated Fly Ash as a Flexible Base Material; Sulfate-Bearing Soils: Problems with Calcium-Based Stabilizers; Design of Flowable Fill: Waste Foundry Sand as a Fine Aggregate; Phosphogypsum as a Component of Flowable Fill; Load and Resistance Factor Design of Driven Piles; Practical Reliability-Based Design Approach for Foundation Engineering; Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf; Condition Assessment of Installed Timber Piles by Dispersive Wave Propagation; Aerobic Biodegradation of Petroleum-Contaminated Soil: Simulations from Soil Microcosms; Using Polyacrylamide Grouts for Permeabilitiy Control in Sand; Evaluation of Seasonal Variability in Cohesive Subgrades Using Backcalculation; Moisture Accumulation and Pore Water Pressures at Base of Pavements; and Shrinkage and Suction Properties of Pledger-Roebuck Alluvial Clay.
;Contents: Evaluation of Resilient Modulus of Cemented Lime Rock Base Materials in Florida; Assessment of In Situ Structural Properties of Lime-Stabilized Clay Subgrades; Engineering Behaivor of Lime-Treated Louisiana Subgrade Soil; Resilient Modulus Testing of Lean Emulsified Bases; Effectiveness of Various Sludge Stabilization and Solidification Methods; Use of Hydrated Fly Ash as a Flexible Base Material; Sulfate-Bearing Soils: Problems with Calcium-Based Stabilizers; Design of Flowable Fill: Waste Foundry Sand as a Fine Aggregate; Phosphogypsum as a Component of Flowable Fill; Load and Resistance Factor Design of Driven Piles; Practical Reliability-Based Design Approach for Foundation Engineering; Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf; Condition Assessment of Installed Timber Piles by Dispersive Wave Propagation; Aerobic Biodegradation of Petroleum-Contaminated Soil: Simulations from Soil Microcosms; Using Polyacrylamide Grouts for Permeabilitiy Control in Sand; Evaluation of Seasonal Variability in Cohesive Subgrades Using Backcalculation; Moisture Accumulation and Pore Water Pressures at Base of Pavements; and Shrinkage and Suction Properties of Pledger-Roebuck Alluvial Clay.
Issues in Geotechnical Engineering Research
N. Solomon (author)
1996
182 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Geotechnical engineering , Mechanical properties , Soil mechanics , Roadbeds , Roadbed subsurface drainage , Road materials , Fill materials , Roadbed base courses , Lime , Limestone , Stabilization , Solidification , Fly ash , Foundry sands , Clays , Permeability , Resilience , Modulus of elasticity , Phosphogypsum
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