Location
New York, New York
Date
17 Apr 2004, 10:30am - 12:30pm
Abstract
The paper presents a system of foundation for 38.0 m high monumental unique structure “ Akhsardham” on bank of “Yamuna” river at Noida ,New Delhi(India). The design is outcome of interaction of ideological requirements of Architects, Seismologist, Geotechnical and Structural engineers, as well as those empirical rules of Vastu- Shastra for religious places. The structure is typical flexible stone monument. It is located on alluvium of “Yamuna” river in seismic Zone IV of Bureau of Indian standards. The preliminary exploration report indicated liquefaction potential and suggested deep foundations. The engineering priests decided against use of steel for the structure expected to exist for 2-3 countries. The authors reviewed soil report, got quick check tests to for analysis of probability of liquefaction. Based on this studies and deliberations with the above agencies evolved economical massive foundation to fulfill requirements without compromising safety. The construction over foundation is in full swing.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2004 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Desai, Mahesh D.; Desai, Pranav L.; and Desai, Nehal H., "Foundation System for “ Akshardham” to Control Deformations Related to Probable Liquefaction" (2004). International Conference on Case Histories in Geotechnical Engineering. 33.
https://scholarsmine.mst.edu/icchge/5icchge/session03/33
Foundation System for “ Akshardham” to Control Deformations Related to Probable Liquefaction
New York, New York
The paper presents a system of foundation for 38.0 m high monumental unique structure “ Akhsardham” on bank of “Yamuna” river at Noida ,New Delhi(India). The design is outcome of interaction of ideological requirements of Architects, Seismologist, Geotechnical and Structural engineers, as well as those empirical rules of Vastu- Shastra for religious places. The structure is typical flexible stone monument. It is located on alluvium of “Yamuna” river in seismic Zone IV of Bureau of Indian standards. The preliminary exploration report indicated liquefaction potential and suggested deep foundations. The engineering priests decided against use of steel for the structure expected to exist for 2-3 countries. The authors reviewed soil report, got quick check tests to for analysis of probability of liquefaction. Based on this studies and deliberations with the above agencies evolved economical massive foundation to fulfill requirements without compromising safety. The construction over foundation is in full swing.
