Tunnel with Vision
Two tunnel boring machines that are being used to bore a pair of 6.6 km long tunnels under the Westerschelde estuary in the southern Netherlands must dig through loose sand and sticky...

Sedimental Journey
A numerical shoreline evolution model was used to examine the shoreline changes associated with the release of 2.3 million m³ of beach-quality sediment from behind Matilija Dam in Ventura...

Foundations and Ground Improvement in the Urban Environment

Surface and Deep Vibratory Compaction of Sand

Load Transfer Behavior of Soil-Cement Columns in Soft Ground

Case Study on the Application of Brugg's Pentifix System for Slope Stabilization in Switzerland

Soil Mixing: A New Approach to Soft Soil Stabilization for Structural Support

Compaction Effects Induced in Cohesionless Soils by Installation of Pressure-Injected Footings

Experimental Investigations of Jet-Grouting

Centrifugal Modeling and Numerical Analysis of the Improvement of Soft Clay under Embankment

Soil Improvement and Liquefaction Mitigation by Deep Dynamic Compaction

A Concept for Assessing Soil Compaction Efficiency

Strength Increase in Soft Clay Surrounding Jet Grouted Soil Mass

Quality Control of Dry Lime Cement Columns by the Pressuremeter Test

Embankment Construction in Soft Soils Using Vibro Concrete Columns (VCC)

Fundamental Laboratory Investigation of Compensation Grouting in Clay

Evaluation of Axial Compression Behavior of Micropiles

Behavior of Soft Singapore Marine Clay Treated with Cement

Assessing Foundation Damage in Karst Using Electrical Resistivity Tests

Ground Improvement in Zárate

 

 

 

 

Return to search