Horizontal displacement of anchored retention walls for underground excavation

W. P. Hong, J. M. Yun, J. H. Lee

Research output: Contribution to journalArticle

Abstract

An empirical criterion is established to monitor and ensure the stability of deep excavation in which anchored retention walls are applied. An extensive instrumentation system comprising load cells, inclinometers and standpipe piezometers is designed on 21 building construction sites. The relationship between the earth pressures and the horizontal displacements of the anchored retention walls is investigated precisely on the base of the field measurements from both stable and unstable construction sites.

Original languageEnglish
Pages (from-to)2705-2710
Number of pages6
JournalUnknown Journal
Publication statusPublished - 1997 Dec 1

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excavation
building construction
piezometer
earth pressure
instrumentation
Construction sites

All Science Journal Classification (ASJC) codes

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

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Horizontal displacement of anchored retention walls for underground excavation. / Hong, W. P.; Yun, J. M.; Lee, J. H.

In: Unknown Journal, 01.12.1997, p. 2705-2710.

Research output: Contribution to journalArticle

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