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Direct Shear Test by ASTM D3080 by ASTM D3080

Example Software Report

Sample Geotechnical Report – Direct

DIRECT SHEAR TEST by ASTM D3080
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Example Software Report

Sample Geotechnical Report

Cyclic Simple Shear Test with post cyclic shear phase - Vertical effective stress is 19.58 psi
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Deep Excavations

Deep Excavations in Hard Sandy Clays for Stations and Shafts of the Athens Metro Stavros Extension

A 26 m deep excavation in hard sandy clays for the Halandri Station of the Stavros Extension of Athens Metro was completed in 2001.
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Advances in Monitoring

Development of a Substructure Instrumentation System at the New I-10 Twin Span Bridge & Its Use to Investigate the Lateral Behavior of Batter Piles

This paper presents the development of the substructure instrumentation system that was installed at a selected pier (M19 East-bound) of the new 1-10 Twin Span Bridge for short-term and long-term health monitoring of the bridge, and its use to monitor the behavior of the pier during a lateral load test.
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Construction Impact Monitoring

Dealing With the Vibration and Noise of Pile Driving

Pile driving produces vibrations and noise that might extend thousands of feet away from the driving activity, and people have become increasingly intolerant of these effects.
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Data Management

Data Acquisition and Management for Geotechnical Instrumentation on the Central Artery/Tunnel Project

Boston's Central Artery/Tunnel Project has implemented a unique method of subcontracting for monitoring geotechnical instrumentation.
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Research & Development

Criteria for Settlement of Tanks

Performance criteria for the settlement of large steel tanks used to store fluids at ambient temperature and pressure are presented.
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Advances in Monitoring

Automated Collection of Instrumentation Data

Automated collection of data from instrumentation to monitor the performance of constructed facilities and the effects of construction on neighboring facilities is experiencing increasing use.
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