Modeling of the Seismic Response of the Aggregate Pier Foundation System-Reference-Cited by-同舟云学术

Modeling of the Seismic Response of the Aggregate Pier Foundation System

Published:2004-01-23 Issue: Volume: Page:
ISSN:
Container-title:GeoSupport 2004
language:
Short-container-title:

Author:

Girsang Christian H.¹²³,Gutierrez Marte S.¹²³,Wissmann Kord J.¹²³

Affiliation:

1. Head of Soil Mechanics Laboratory, Pelita Harapan University, Department of Civil Engineering, UPH Tower, Lippo Karawaci, Tangerang 15811, Banten, Indonesia

2. Associate Professor, Virginia Polytechnic Institute and State University, The Charles E. Via, Jr., Department of Civil and Environmental Engineering, 200 Patton Hall, Blacksburg, VA 24061-0105

3. President, Geopier Foundation Company, Inc., 200 Country Club Drive, Suite D-1, Blacksburg, VA 24060

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40713%282004%2956

Reference10 articles.

1. Advances in the design of vibro systems for the improvement of liquefaction resistance;Baez J. I.;Proc. 7th Annual Symp. of Ground Improvement,1993

2. FLAC User's Manual - version 4.0. (2000). Itasca Consulting Group Inc. Minneapolis Minnesota.

3. Case histories of rammed aggregate pier soil reinforcement construction over peat and highly organic soils;Fox N. S.;Proc. Soft Ground Technology,2000

4. Mechanical behavior of stone columns under seismic loading;Goughnour R. R.;Proc. 2nd Int. Conf. on Ground Improvement Techniques,1998

5. Lawton E. C. and Fox N. S. (1994). "Settlement of structures supported on marginal or inadequate soils stiffened with short aggregate piers" Vertical and Horizontal Deformations of Foundations and Embankments Yeung A. T. and Felio G. Y. eds. ASCE GSP No. 40 2 962-974.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical analysis of vertically loaded rammed aggregate piers and pier groups;Proceedings of the Institution of Civil Engineers - Ground Improvement;2012-08