01328521

Monograph

This issue contains 17 papers on the following aspects of soil mechanics: estimating the resilient modulus of subgrade soils using the falling weight deflectometer; quality management of base materials with seismic methods; characterization of a two-layer soil system; performance-based design of deep foundation systems; analysis method for drilled shaft-stabilized slopes; standard penetration test hammers; cone penetration test sounding and pile driving; stiffness of reinforced asphalt pavement over soft organic soils; variability in construction of cement-treated base layers; field rutting performance of various base and subbase materials; resilient modulus of stabilized clay subgrades; modeling of cementitiously stabilized layers in the "Mechanistic-Empirical Pavement Design Guide"; combined use of calcium chloride and fly ash in road base stabilization; soil stabilization with bioenergy coproduct; soft soil stabilization using high-vacuum dewatering with dynamic compaction; post-soil interactions on guardrails near the crown of a slope; and mechanically stabilized earth wall corrosion.

English

168p

2010

Transportation Research Record: Journal of the Transportation Research Board

9780309160599

Print

Figures; Photos; References; Tables

Base course (Pavements); Calcium chloride; Cement treated soils; Clay; Cone penetrometers; Fly ash; Hammers; Layered soils; Materials; Mechanically stabilized earth; Modulus of resilience; Organic soils; Pile driving; Pile foundations; Quality control; Rutting; Slope stability; Soil mechanics; Soil penetration test; Soil stabilization; Soil structure interaction; Subbase (Pavements); Subgrade (Pavements)

Mechanistic-Empirical Pavement Design Guide

Cement stabilized base; Drilled shafts

Construction; Design; Geotechnology; Highways; Materials; Pavements; I42: Soil Mechanics

TRIS, TRB, ATRI

Jan 27 2011 7:01AM

• Analysis Method for Drilled Shaft–Stabilized Slopes Using Arching Concept
• Characterization of Two-Layer Soil System Using a Lightweight Deflectometer with Radial Sensors
• Combined Use of Calcium Chloride and Fly Ash in Road Base Stabilization
• Cone Penetration Test Sounding and Pile Driving: Case History of I-10 Twin Span Bridges in Louisiana
• Energy Efficiency and Rod Length Effect in Standard Penetration Test Hammers
• Estimation of Resilient Modulus of Subgrade Soils Using Falling Weight Deflectometer
• Evaluation of Characterization and Performance Modeling of Cementitiously Stabilized Layers in the "Mechanistic–Empirical Pavement Design Guide"
• Field Rutting Performance of Various Base and Subbase Materials Under Two Types of Loading
• Implementation of Quality Management of Base Materials with Seismic Methods: Case Study in Texas
• Innovative Soft Soil Stabilization Using Simultaneous High-Vacuum Dewatering and Dynamic Compaction
• Investigation and Implications of Mechanically Stabilized Earth Wall Corrosion in Nevada
• Performance-Based Design of Deep Foundation Systems in Load and Resistance Factor Design Framework
• Post–Soil Interactions on Guardrails Near the Crown of a Slope: Theoretical Aspects
• Resilient Modulus of Clay Subgrades Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust for Pavement Design
• Soil Stabilization with Bioenergy Coproduct
• Stiffness Characterization of Reinforced Asphalt Pavement Structures Built over Soft Organic Soils
• Variability in Construction of Cement-Treated Base Layers: Material Properties and Contractor Performance