Abstract:
This paper presents the results of a seismic test f recent application in Brazil, called parallel seismic. This test is intended to determine the maximum depth of a foundation element. It application has been tested on a large diameter caisson foundation and the results were very satisfactory.
Reference:
GANDOLFO, Otávio Coaracy Brasil; SOUZA, Tiago de Jesus; AOKI, Paulo; HEMSI, Paulo Scarano . Evaluation of unknown foundation depth using parallel seismic (PS) test: a case study. In: INTERNATIONAL CONGRESS OF THE BRAZILIAN GEOPHYSICAL SOCIETY, 14., 2015, Rio de Janeiro. Proceedings… 5 p.
Document with restricted access. Login to BiblioInfo, Library/IPT-DAIT to access PDF text:
https://escriba.ipt.br/pdf_restrito/173396.pdf
This paper presents the results of a seismic test f recent application in Brazil, called parallel seismic. This test is intended to determine the maximum depth of a foundation element. It application has been tested on a large diameter caisson foundation and the results were very satisfactory.
Reference:
GANDOLFO, Otávio Coaracy Brasil; SOUZA, Tiago de Jesus; AOKI, Paulo; HEMSI, Paulo Scarano . Evaluation of unknown foundation depth using parallel seismic (PS) test: a case study. In: INTERNATIONAL CONGRESS OF THE BRAZILIAN GEOPHYSICAL SOCIETY, 14., 2015, Rio de Janeiro. Proceedings… 5 p.
Document with restricted access. Login to BiblioInfo, Library/IPT-DAIT to access PDF text:
https://escriba.ipt.br/pdf_restrito/173396.pdf
