Intrusion Technology: An Innovative Approach to Evaluate Resilient Modulus of Subgrade Soils

Behavior of Construction and Demolition Debris in Base and Subbase Applications
The design performance of a pavement system is evaluated based on the predicted number of load repetitions it will be subjected to throughout its service life. Mechanistic pavement design...

Application of Geotechnical Principles in Pavement Engineering
This proceedings, Application of Geotechnical Principles in Pavement Engineering, contains a compendium of five papers demonstrating a variety...

Comparisons between Laboratory Measured and FWD Backcalculated Resilient Moduli

Non-Linear Models for Resilient Modulus Characterization of Granular Soils

Model of Shear Wave Speed as a Function of Depth in Water-Saturated Sand

Reliability of the SASW Method for Determination of the Shear Modulus of Soils

Computer Methods for Settlement Analyses of Piles

Curvatures of Piles Subject to Earthquakes

Static and Dynamic Properties of Gravelly Soils
The behavior of gravelly soils has been the focus of much research in recent years. Large-scale penetration and triaxial tests, shear-wave velocity measurements, insitu freezing and sampling,...

Design of Mat Foundation for Egg Shape Digesters
Two levels of ground motion, the Maximum Probable Earthquake and the Maximum Credible Earthquake, were considered in designing the 2.5 million gallon egg shape digesters and their combined...

Testing of Hollow Clay Tile Masonry Prisms
This paper presents test results of 610-mm wide (24-in.) by 1219-mm high (48-in) by 203- or 330-mm (8- or 13-in.) thick prisms constructed of hollow clay tiles. Three prisms were extracted...

Monitored Retrievable Storage (MRS) Facility Project Status

Preliminary Assessment of Potential Sites for a Monitored Retrievable Storage (MRS) Facility

New Modulus of Soil Reaction - E' Values for Buried Thermoplastic Pipe Design

Prediction of Settlement of Spread Footings

Settlement of Shallow Foundations on Sand
A new method for estimating the settlement of shallow foundations on sand is presented. The method is based on elastic stress-strain theory and is designed for use with soil data from...

Nonlinear Undrained Lateral Response of Rigid Drilled Shafts Using Continuum Theory
The nonlinear undrained response of rigid drilled shafts under static lateral and moment loading is evaluated within the context of elastic continuum theory. The approximate approach utilizes...

Footing Modulus Near Slopes
A method is described for estimating the footing modulus of shallow spread foundations located near slopes of cohesionless material. The ratio of footing modulus for a shallow foundation...

Settlement Prediction for Driven Piles and Pile Groups
Various methods of settlement prediction are reviewed for single piles and pile groups, and it is demonstrated that several of the methods give similar results. It is also found that the...





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