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The paper discusses the use of blinding struts as temporary lateral support for retaining walls in cut-and-cover excavations, highlighting their potential structural benefits despite being underutilized. Experimental tests on 1/4 scale models reveal that the failure load of these struts is primarily influenced by upheaval buckling, with key parameters including geometrical imperfections, strut thickness, and load eccentricity. The findings support the use of nonlinear finite element analysis for predicting
- Author
- rahim shoghi
- Language
- EN