Back-analysis of one-dimensional consolidation settlement: Fid-Bau Portal

Back-analysis of one-dimensional consolidation settlement

Chung, S. G. / Kweon, H. J. / Chung, C. G.

This paper reevaluated the disadvantages of existing observational methods using both theoretical and laboratory consolidation settlement–time (S–t) relationships. Two observational methods that account for the effect of sampling range were developed by using the Taylor model as a substitute for Terzaghi’s solution. The significance of the sampling range effect in predicting the end of consolidation settlement (S₁₀₀) and the consolidation coefficient (c_v) was verified through application to the above S–t data. The further application of the proposed methods to three case records with some prerequisites produced slightly higher S₁₀₀ and lower c_v values compared with two routine methods and indicated that the back-analyzed S–t curves correlated excellently with the in situ monitored curves. The latter finding may support the hypothesis that the in situ consolidation settlement curves are the family of laboratory consolidation settlement curves. In this case, consolidation-based prediction was applicable to such in situ consolidation settlement, thereby suggesting that both in situ and laboratory consolidation settlement curves behave with an identical c_v value as verified in a homogeneous clay deposit. The above approach was also confirmed to be applicable to prolonged yet incompletely measured settlement data.