Static and Dynamic Laterally Loaded Floating Piles
A previously formulated beam bending finite element of circular cross section enabled obtaining an economical solution to the three-dimensional problem of static and dynamic laterally...

Resilient Response of Two Frozen and Thawed Soils
Values of resilient modulus and Poisson's ratio were determined for silt and clay subgrade materials subjected to seasonal freezing and thawing. A new technique employing...

Settlement of Single Piles in Nonhomogeneous Soil
An analysis, previously developed for evaluating the settlement of a pile in homogeneous soil, is extended to the case of nonhomogeneous soils. Comparisons with finite element solutions...

Anisotropic Shear Modulus due to Stress Anisotropy
By special measurement technique it is shown that the dynamic shear modulus in homogenous isotropic sand samples depends upon the direction of stress. Furthermore it can be demonstrated...

Octahedral Based Incremental Stress-Strain Matrices
Some Investigators have recently suggested that appropriate nonlinear stress-strain relationships for concrete can be obtained by deriving expressions for bulk and shearing moduli based...

Sample Disturbance and Stress-Strain Behavior
Different effects of sample disturbance were simulated in a resonant column apparatus that clearly show the change in stress-strain behavior when the sample is subjected to swelling, reconsolidation,...

Design Procedure for Asphalt Railway Roadbeds
A series of design curves are presented for the design of a full-depth hot-mix asphalt pavement used to provide support for railroad track construction. The design curves, which provide...

Group Factors for Pile-Deflection Estimation
A series of solutions is presented for group settlement, lateral deflection and rotation ratios, for a variety of pile-group configurations, spacings, and stiffnesses and for both a homogeneous...

Analysis of Earth Dam Response to Earthquakes
An investigation has been made of the effect of two earthquakes with Richter local magnitudes ML of 6.3 and 4.7 on a modern rolled-fill earth dam...

Shear Moduli and Damping Factors of Earth Dam
In this study of an earth dam, a rational procedure is developed to estimate its dynamic soil properties, such as the shear moduli and damping factors, from its measured response to real...

Evaluation of Tie-Back Anchor Response
The various components of deformation associated with tie-back anchor loads are investigated and a method for determination of each of the significant components is developed. Elastic...

Towards a Rational Theory for RC Members in Shear
The diagonal compression field theory for symmetrically reinforced concrete beams monotonically loaded in shear at sections where flexure is unimportant, is presented. This theory assumes...

Superplastically Formed New Sandwich Cores
A new method using superplastic materials and vacuum forming technique is developed. In this new process, different sandwich core configurations are obtained by heating up a superplastic...

Behavior of Frozen Clay under Cyclic Axial Loading
Dynamic Young's modulus and damping ratio were determined for axial strain amplitudes from 3 x 10-³% to 10-¹%,...

Dynamic Behavior of Ice under Cyclic Axial Loading
Dynamic Young's modulus and damping ratio were determined for axial strain amplitudes from 3 x 10-³% to 2 x 10-²%,...

Estimating In Situ Shear Moduli at Competent Sites

Dynamic Properties of Lime and LFA Treated Soils

Dynamic Modulus and Damping Relationships for Sands

Dynamic Properties of Hard Glacial Till

Analysis of Cyclic Simple Shear Test Data

 

 

 

 

Return to search