# Shear Moduli of Two Compacted Fills

Discussion: Use of Vane Shear Test for Determining the Undrained Shear Strength of Clays

Stress-Strain Characteristics of Sand

*During the past decade, increasing interest has been shown in the development of a satisfactory formulation of a stress-strain relationship for engineering soils that incorporates a concise...*

Lateral Load-Deflection Prediction for Pile Groups

*A simple method of predicting the load-deflection behavior of a laterally loaded pile group is developed by combining a non linear load-deflection analysis for a single pile with an elastic...*

Stress-Path Dependent Deformation Moduli of Clay

*In case of normally consolidated saturated clays the stress- strain behavior during drained shear is shown to depend considerably on stress-path. The effect of stress-path on variation...*

Constrained and Shear Moduli for Finite Elements

*The stress-strain matrix used in finite element analyses has been reformulated in terms of constrained and shear moduli. The new formulation partially uncouples shear and compression and...*

Dynamic Triaxial and Simple Shear Behavior of Sand

*The dynamic properties of dry sands from triaxial tests represented as values of modulus and damping were investigated and compared with simple shear test results for the same material...*

Nonlinear Settlement Analysis by Finite Element

*A nonlinear constitutive equation for soil is used in conjunction with the finite element method to compute the settlement of oil storage tanks supported on clay. The nonlinearity is achieved...*

Torsional Response of Piles

*An analysis is described for the determination of the response of a single cylindrical pile subjected to torsion. The accuracy of the analysis is checked against existing solutions and...*

Testing Procedure Effects on Dynamic Soil Behavior

*Cyclic triaxial tests were performed on dry and saturated undrained sands using stage testing methods to investigate the influence of repeated cyclic straining and specimen reconsolidation...*

Anisotropy in Heavily Overconsolidated Kaolin

*Triaxial tests have been carried out on laboratory prepared Kaolin specimens at overconsolidation ratios from about l0 to 200 and at low stress level. Both isotropically and anisotropically...*

Evaluation of Soil Moduli

*(Volume 2)...*

Stress Analysis of Hollow Cylindrical Inclusions

*Stresses and deformations in both a hollow cylindrical inclusion and the surrounding semi-infinite medium are studied using equations derived from the theory of elasticity. It is assumed...*

Soil Parameters for Design of Mt. Baker Ridge Tunnel in Seattle

*Experiments were conducted in the field and in the laboratory on subsurface soils encountered along the proposed Mt. Baker Tunnel in Seattle, Wash., to determine the modulus of horizontal...*

Vibratory In Situ and Laboratory Soil Moduli Compared

*A comparison of in situ determined and laboratory determined vibratory, shear, and compression moduli for 13 sites within the United States and one site in the Marshall Islands indicates...*

Torsion of Nonhomogeneous Solid

*A solution is given for the Reissner-Sagoci problem for a nonhomogeneous half-space and semi-infinite cylinder in each of which the shear modulus is assumed to vary with the depth. The...*

Expansion of Cavities in Infinite Soil Mass

*A general solution is presented of the problem of expansion of spherical and cylindrical cavities in an infinite soil mass. The soil is assumed to behave as an ideal elastic-plastic solid,...*

Behavior of Laterally Loaded Piles: III—Socketed Piles

*An analysis is made of the working-load behavior of a single laterally loaded pile, the tip of which is socketed into rock underlying the soil layer, for various combinations of boundary...*

In Situ Shear Wave Velocity by Cross-Hole Method

*The cross-hole seismic survey technique is presented as a means of determining in situ shear wave velocity. By this method the travel time for body waves to travel between two points in...*

Shear Modulus and Damping in Soils: Measurement and Parameter Effects (Terzaghi Leture)

*Based on numerous tests on a spectrum of disturbed and undisturbed soils, the shear modulus decreases and the damping ratio increases very rapidly with increasing strain amplitude. The...*

Return to search