Displacement Flexibility Number for Multipropped Retaining Wall Design-Reference-Cited by-同舟云学术

Displacement Flexibility Number for Multipropped Retaining Wall Design

Published:2000-08 Issue:8 Volume:126 Page:718-726
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Addenbrooke T. I.¹²³,Potts D. M.¹²³,Dabee B.¹²³

Affiliation:

1. Lect., Dept. of Civ. and Envir. Engrg., Imperial Coll. of Sci., Technol. and Medicine, London, U.K. SW7 2BU.

2. Prof. of Analytical Soil Mech. and Head of the Soil Mech. Sect., Dept. of Civ. and Envir. Engrg., Imperial Coll. of Sci., Technol. and Medicine, London, U.K.

3. Michael Barclay Partnership, 105–109 The Strand, London, U.K., WC2R 0AA; former MS Student, Dept. of Civ. and Envir. Engrg., Imperial Coll. of Sci., Technol. and Medicine, London, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A8%28718%29

Reference9 articles.

1. Addenbrooke T. I. (1994). “Displacement controlled design of multi propped retaining walls.” Ground Engrg. London 27(7) 41–45.

2. Building Response to Excavation‐Induced Settlement

3. Clough G. W. Smith E. M. and Sweeney B. P. ( 1989). “Movement control of excavation support systems by iterative design.” Foundation engineering current principles and practices K. H. Kulhawy ed. Vol. 2 869–884.

4. Jardine R. J. Potts D. M. Fourie A. B. and Burland J. B. (1986). “Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction.” Géotechnique London 36(3) 377–396.

5. Piling handbook . (1997). 7th Ed. British Steel Scunthorpe 1/1–1/12.

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