A Study on Effect of Sample Disturbance in Estimating Settlement of Foundations

Author:

Zeeshan Firdous ,Padmavathi V.,Madhav M. R.

Publisher

Springer Nature Singapore

Reference13 articles.

1. Boone SJ (2009) A critical reappraisal of preconsolidation pressure interpretations using the oedometer test. Can Geotech J 47:281–296

2. Butterfield R (1979) A natural compression law for soils (an advance on e-log p’). Geotechnique 24(04):469–479

3. Casagrande A (1936) The determination of the preconsolidation load and its practical significance. Proceedings of the first international conference on soil mechanics and foundation engineering 3:60–64

4. Donatas U, Ieva L, Domas G (2016) Over consolidation ratio determination of cohesive soil. Historical experience and challenges of geotechnical problems in Baltic Sea Region. In: Proceedings of 13th Baltic Sea geotechnical conference. Lithuanian Geotechnical Society, Lithuania, pp 22–24, September 2016

5. Hammam AH, Ashraf ASI, Yousf MA (2015) On the evaluation of pre-consolidation pressure of undisturbed saturated clays. Housing Building Nat Res Center (HBRC) J. https://doi.org/10.1016/j.hbrcj.2015.02.003

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