Highway Bridge Supported on ACIP Piles in Clay Soils: Instrumentation, Monitoring and Performance of Service Piles-Reference-Cited by-同舟云学术

Highway Bridge Supported on ACIP Piles in Clay Soils: Instrumentation, Monitoring and Performance of Service Piles

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:Innovations in Geotechnical Engineering
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Author:

Vipulanandan C.¹²³,Vembu K.¹²³,Gattu V. K.¹²³

Affiliation:

1. Professor, Director of Center for Innovative Grouting Materials and Technology, and Director of Texas Hurricane Center for Innovative Technology, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.

2. Project Engineer, Fugro Marine GeoServices, Inc., Houston, TX 77081.

3. Graduate Student, Center for Innovative Grouting Materials and Technology, Univ. of Houston, Houston, TX 77204-4003.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481639.002

Reference17 articles.

1. ASTM D 1143-07 (2013). "Testing Piles Under Static Compressive Load " ASTM International West Conshohocken PA.

2. Brettmann T. and NeSmith W. (2005). "Advances in Auger Pressure Grouted Piles: Design Construction and Testing " Geotechnical Special Publication No. 132 ASCE pp. 12-14.

3. Brown D. (2005). "Axial Capacity of Augered Displacement Piles at Auburn University." ASCE GSP 132.

4. Davisson MT (1972). "High Capacity Piles" Proc. Lecture Series Innovations in Fndn. Construction ASCE Illinois Section Chicago 52 p.

5. Long-Term Stability of Vibrating Wire Instruments: One Manufacturer's Perspective;McRae J. B.;Proc, The 3rd International Symposium on Field Measurements in Geomechanics, Norway,1991

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