CPT Based Liquefaction Resistance of Sandy Soils

Intergranular Void Ratio - Steady State Strength Relations for Silty Sands

Implications of V_s-BPT (N₁)₆₀ Correlations for Liquefaction Assessment in Gravels

Energy Loss in Long Rod Penetration Testing: Terminus Dam Liquefaction Investigation

Vibro-Replacement for Liquefaction Mitigation for a Hospital Site

Two-Dimensional Shear Wave Structure and Ground Motion Characteristics in Kobe Based on Microtremor Measurements

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

Surface Wave Tests in Landfills and Embankments

Seismic Analysis and Performance of Retaining Structures

Verification of Dynamic Soil-Pile Interaction

Loss of Capacity of Concrete Shear Walls

Earthquake Resistance Assessment of Some Selected Existing Buildings

Structural Evaluation of Existing Buildings for Seismic and Wind Loads

Repair and Retrofit of Reinforced Concrete Columns

A Critical Evaluation of Current Approaches to Earthquake Resistant Design

Design Based on Minimum Expected Life-Cycle Cost

On Solid Ground (Available only in the Geoenvironmental Special Issue)
On four transportation projects in Portland, Ore., soil nails and micropiles are used as alternatives to conventional earth-retention and foundation systems. The use of soil nails and...

 

 

 

 

Return to search