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Frontiers of Structural and Civil Engineering >> 2008, Volume 2, Issue 1 doi: 10.1007/s11709-008-0009-7
One-dimensional consolidation of over-consolidated soil under time-dependent loading
1.Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang University; 2.Institute of Geotechnical Engineering, Zhejiang University
Abstract
Keywords
different ; FORTRAN programming ; Terzaghi ’ ; pre-consolidation ; magnitude
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