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Refinado por: assunto: Piling (Civil Engineering) remover assunto: Piling (Civil Engineering)–Testing remover
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1
A simplified field method for capacity evaluation of driven piles
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A simplified field method for capacity evaluation of driven piles

Samuel G. Paikowsky John E Regan; John J McDonnell; United States Federal Highway Administration; University of Massachusetts at Lowell Department of Civil Engineering

McLean, Va. Federal Highway Administration Springfield, Va. Available through the National Technical Information Service 1994

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.155.15 P153s )(Acessar)

2
The use and influence of bentonite in bored pile construction
The use and influence of bentonite in bored pile construction
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The use and influence of bentonite in bored pile construction

W. K. Fleming Z. J Sliwinski; Construction Industry Research and Information Association

London Construction Industry Research and Information Association 1977

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.155.15 F629u )(Acessar)

3
Piles in weak rock
Piles in weak rock
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Piles in weak rock

Institution of Civil Engineers (Great Britain)

London Thomas Telford Ltd. for the Institution of Civil Engineers 1977

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.154 In7p )(Acessar)

4
Load testing of deep foundations the planning, design, and conduct of pile load tests
Load testing of deep foundations the planning, design, and conduct of pile load tests
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Load testing of deep foundations the planning, design, and conduct of pile load tests

Carroll L. Crowther 1939-

New York Wiley c1988

Item não circula. Consulte sua biblioteca.(Acessar)

5
Dynamic response of pile foundations--experiment analysis, and observation proceedings of a session of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Atlantic City, New Jersey, April 27, 1987
Dynamic response of pile foundations--experiment analysis, and observation proceedings of a session of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Atlantic City, New Jersey, April 27, 1987
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Dynamic response of pile foundations--experiment analysis, and observation proceedings of a session of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Atlantic City, New Jersey, April 27, 1987

Toyoaki Nogami; American Society of Civil Engineers Geotechnical Engineering Division; ASCE National Convention (1987 Atlantic City, N.J.)

New York, N.Y. ASCE c1987

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.154 D9931 )(Acessar)

6
Soil parameters required to simulate the dynamic lateral response of model piles in sand
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Soil parameters required to simulate the dynamic lateral response of model piles in sand

D. A. Wright (David A.) Harry M Coyle; Texas A & M University Office of the Sea Grant Program

College Station Texas A&M University, Sea Grant Program 1971

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131 W931s )(Acessar)

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  1. Disponível na Biblioteca (5)

  • Realização: ABCD-USP USP   Logos de Redes Sociais: Freepik

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