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岩石力学与工程学报 2000
OPTIMIZATION ARRANGEMENT OF MEASURING-LINE IN BACK ANALSIS OF UNDERGROUND-STRUCTURE LOADS
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Abstract:
The back analysis of measured displacements is very available to determine the underground-structure loads. The scheme of independent measuning-line network is put forward for the back analysis. The criterion to optimize independent measuning-line network is presented.The theoretic basis is found to arrange correctly measuring-line in back analysis of underground-structure loads. The idea of the optimization arrangement of measuring-line can be applied to another back analysis of measured displacements.