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Assessment of the Numerical Behavior of Remolded and Undisturbed Clayey Soil

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17 déc. 2024
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HONG, Z. S.- ZENG, L. L., CUI, Y. J. - CAI, Y. Q.- LIN, C. : Compression behaviour of natural and reconstituted clays. Géotechnique, 62(4), 2012, 291-301.Search in Google Scholar

LEROUEIL, l, S., TAVENAS, F., BRUCY, F., LA ROCHELLE, P. & ROY, M.: Behavior of destructured natural clays. Journal of Geotechnical Engineering, Proc. Am. Soc. Civ. Engrs 105, No. 6, 1979, 759-778.Search in Google Scholar

LEROUEIL, S.- TAVENAS, F. - LOCAT, J.: Discussion on Correlations between index tests and the properties of remolded clays. Géotechnique 35, No. 2, 1985, 223-226.Search in Google Scholar

LOCAT, J. - LEFEBVRE, G.: The origin of structuration of the Grande-Baleine marine sediments, Québec, Canada. Q. J. Engng. Geol. 19, No. 4, 1986, 365-374.Search in Google Scholar

LEROUEIL, l, S. - VAUGHAN, P. R.: The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40, No. 3, 1990, 467-488.Search in Google Scholar

SCHMERTMANN, J. H.: The mechanical aging of soils. Journal of Geotechnical Engineering, Proc. Am. Soc. Civ. Engrs. 117, No. 9, 1991, 1288-1330.Search in Google Scholar

COTECCHIA, F. - CHANDLER, R. J.: The influence of structure on the pre-failure behaviour of a natural clay. Géotechnique 47, No. 3, 1997, 523-544.Search in Google Scholar

HONG, Z. - TSUCHIDA, T.: On compression characteristics of Ariake clays.Canadian Geotechnical Journal .36, No. 5, 1999, 807-814.Search in Google Scholar

KLAI, M.- BOUASSIDA, M.: Comparison between behaviour of undisturbed and reconstituted Tunis soft clay, 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering,, Near East University, Nicosia, North Cyprus, May 2009, 28-30.Search in Google Scholar

ZHANG, S. - LIANG, C.- ZHENG, C. - ZHAI, J.: Comparative Study on Triaxial Test of Undisturbed and Remolded Loess. Mathematical Problems in Engineering, Vol. 2022, Article ID 6392909,, doi.org/10.1155/2022/6392909.Search in Google Scholar

ASTM-D4318, 2010. Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soil, American Society for Testing and Materials.Search in Google Scholar

ASTM-D854, 2010. Standard Test Method for Specific Gravity, American Society for Testing and Materials.Search in Google Scholar

ASTM-D422, 2010. Standard Test Method for Particle Size Analysis of Soils, American Society for Testing and Materials.Search in Google Scholar

ASTM D 2166, 2010. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil.Search in Google Scholar

WAHEED.M. Q.- ASMAEL, N. M,: Evaluation of Elasticity Modulus of Clayey Soil from Undrained Shear Strength, E3S Web of Conferences 427, 01028, 2023, ICGEE 2023. doi.org/10.1051/e3sconf/202342701028.Search in Google Scholar

WAHEED, M.Q.: Assessment of piled raft system in clayey soil. Ph.D. Thesis. University of Technology, Iraq, 2016.Search in Google Scholar

WAHEED, M. Q.- ASMAEL, N. M.: Study simulation of shallow foundation behavior using different finite element models. Journal of Advanced Civil Engineering Practice and Research. 2019; 8 :4-9.Search in Google Scholar

AL-DAWOODI, B. A.- WAHEED M. Q. - RAHIL, F. H.: Numerical Modeling of Shallow Foundation Behavior Using Soft Soil Model, IOP Conf. Series: Earth and Environmental Science. 961, 2022. doi:10.1088/1755-1315/961/1/012057.Open DOISearch in Google Scholar

WAHEED, M. Q. - ASMAEL, N. M.: Parametric Study of Shallow Foundation Bearing Capacity in Clayey Soil, International Journal of Civil Engineering and Technology (IJCIET); 2018, 9 (10).Search in Google Scholar

WAHEED, M. Q. - ASMAEL, N. M.: Study Immediate and Consolidation Settlement of Shallow Foundations, Civil and Environmental Engineering. Vol. 19, Issue 1, 2023,318-327, DOI: 10.2478/cee-2023-0028.Search in Google Scholar

BOWELS, L. E.: Foundation analysis and design. McGraw-Hill;1996Search in Google Scholar

ORNEK, M.- LAMAN M.- DEMIR, A.- YILDIZ, A.: Prediction of bearing capacity of circular footings on soft clay stabilized with granular soil. Soils and Foundations, 52(1), 2012, 69–80.Search in Google Scholar

LEE J.- SALGADO, R.: Estimation of footing settlement in sand. Int J Geomech, 2002; 2: 1–28.Search in Google Scholar

CONSOLI, N.C.- SCHNAID, F.- MILITITSKY, J.: Interpretation of plate load tests on residual soil site. J Geotech Geoenvironmental Eng, 1998; 124: 857–867.Search in Google Scholar

FELLENIUS, B.H.- ALTAEE, A.: Stress and settlement of footings in sand. Proc Conf Vert Horiz Deform Found Embankments Part 2, 1994, 1760–1773.Search in Google Scholar