Vertical Stability of Anchored Concrete Soldier–Pile Walls in Clay

Author:

da C. Guerra N. M.1,Cardoso A. S.2,Fernandes M. Matos3,Correia A. Gomes4

Affiliation:

1. Assistant Professor, Technical Univ. of Lisbon-IST, Civil Engineering and Architectural Dept., Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal. E-mail: nguerra@civil.ist.utl.pt

2. Professor, Univ. of Oporto-FEUP, Civil Engineering Dept., R. Dr. Roberto Frias, 4200-465 Oporto, Portugal. E-mail: scardoso@fe.up.pt

3. Professor, Univ. of Oporto-FEUP, Civil Engineering Dept., R. Dr. Roberto Frias, 4200-465 Oporto, Portugal. E-mail: mfern@fe.up.pt

4. Professor, Univ. of Minho, Civil Engineering Dept., Azurém, 4800-058 Guimarães, Portugal. E-mail: agc@civil.uminho.pt

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference24 articles.

1. Almeida e Sousa J. ( 1998). “Tunneling in soft ground. Behavior and numerical simulation.” PhD thesis Faculdade de Ciências e Tecnologia Univ. of Coimbra Coimbra Portugal (in Portuguese).

2. Barley A.D. ( 1997). “Contribution for discussion of session No 5 Long term performance ” Ground anchorages and anchored structures . Proc. Int. Conf. organized by the Institution of Civil Engineers Thomas Telford London 592–596.

3. Beam-Column Method for Tieback Walls

4. Failure of anchored sheet pile walls;Broms B. B.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1976

5. Cacoilo D. Tamaro G. and Edinger P. ( 1998). “Design and performance of a tied-back sheet pile wall in soft clay.” Design and construction of earth retaining systems Geotechnical Special Publication No. 83 ASCE Reston Va. 14–25.

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