A numerical and experimental study of bearing stiffness of drilled shafts socketed in heterogeneous rock-Reference-Cited by-同舟云学术

A numerical and experimental study of bearing stiffness of drilled shafts socketed in heterogeneous rock

Published:2012-01 Issue: Volume:90-91 Page:145-152
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Chung Jae H.,Ko Jeongsoo,Klammler Harald,McVay Michael C.,Lai Peter

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference27 articles.

1. Abu-Hejleh N, O’Neil MW, Hanneman D, Atwooll WJ. Improvement of the geotechnical axial design methodology for Colorado’s drilled shafts socketed in weak rocks. Colorado Department of Transportation, Research Final Report CDOT-DTD-R-2003-6; 2003.

2. Nusairat J, Liang RY, Engel RL. Design of rock socketed drilled shafts. Ohio Department of Transportation Research Final Report FHWA/OH-2006/21; 2006.

3. Kansas Department of Transportation. Bridge construction manual; 2011.

4. Geostatistics for natural resources evaluation;Goovaerts,1997

5. Probabilistic foundation settlement on spatially random soil;Fenton;J Geotech Geoenviron, ASCE,2002

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