Erosion of Structured Material Due to Impinging Jet

Sand Structure Differences Resulting from Specimen Preparation Procedures

Post-Cyclic Response of Holocene Bay Mud from San Francisco

Modeling of Cohesive Soil Subject to Cyclic Loading Using Disturbed State Concept

Shear Strength of Liquefied Soil

Liquefaction of Silts and Silt-Clay Mixtures

Intergranular Void Ratio - Steady State Strength Relations for Silty Sands

Statistical Analysis and Application of the Magnitude Scaling Factor in Liquefaction Analysis

Cyclic Lateral Loading of Model Pile Groups in Clay Soils

Newmark Analysis of a Shaking Table Slope Stability Experiment

Estimating Seismic Displacements of Marginally Stable Landslides Using Newmark Approach

Laboratory Assessment of Residual Strength of Gravelly Fill of an Earth Dam

A Study of Slip Displacements Caused by Dynamic Loading at Geosynthetic Interfaces

Effect of Flexural Stiffness on Static and Dynamic Behavior of Cantilever Retaining Walls

Design of Pile Foundations in Liquefied Soils

Lateral Spread Earth Pressures on Drilled Shafts

Characteristic Percentile of Soil Strength for Dynamic Analyses

The Suitability of Spangler's Iowa Formula for Predicting Deflection in All Flexible Pipes

Replacing E' with the Constrained Modulus in Flexible Pipe Design

Stretching a Landfill
Landfill expansions can pose engineering challenges, and the Tullytown, Pa., landfill gives an example of a horizontal expansion that added 121 acres of future disposal space. The side-by-side...

 

 

 

 

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