Improvement and Application Research of Displacement Back Analysis Method Based on Equivalent m Value of Foundation Pit Soil
Purposes In order to determine the proportional constant m of horizontal resistance coefficient of deep foundation pit soil, an improved displacement back analysis method is proposed. Methods First, elastic foundation beam method starting from static soil pressure was adopted; Second, the concept of...
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| Format: | Artigo |
| Sprache: | Inglês |
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Editorial Office of Journal of Taiyuan University of Technology
2026-01-01
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| Schriftenreihe: | Taiyuan Ligong Daxue xuebao |
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| Online-Zugang: | https://tygy.cbpt.cnki.net/WKD/WebPublication/paperDigest.aspx?paperID=fce0273d-c779-41f9-ae39-9ff2cb53261e |
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