References
- [1] DUAA AL-JEZNAWI - ADEL A. AL-AZZAWI: The Behavior of Strip Footing Resting on Soil Strengthened with Geogrid. Civil and Environmental Engineering, Vol. 17, Iss. 2, 2021, pp. 597-609.10.2478/cee-2021-0060
- [2] DRUSA, M. - GAGO, F. - VLČEK, J.: Contribution to Estimating Bearing Capacity of Pile in Clayey Soils. Civil and Environmental Engineering, Vol. 12, Iss. 2, 2016, pp. 128-136.10.1515/cee-2016-0018
- [3] TERZAGHI, K. – PECK, R. B.: Soil Mechanics in Engineering Practice. John Wiley and Sons, Inc., 1948, 566 p.
- [4] BUTTON, S. J.: The Bearing Capacity of Footing on Two-Layer Cohesive Subsoil. 3rd International Conference on Soil Mechanics and Foundation Engineering, 1953, pp. 332-335.
- [5] REDDY, A. S. – SRINIVASAN, R. J.: Bearing Capacity of Footings on Layered Clays. Journal of the Soil Mechanics and Foundations Division, Vol. 93, Iss.2, 1967, pp. 83-99.10.1061/JSFEAQ.0000961
- [6] MEYERHOF, G. G.: Ultimate Bearing Capacity of Footings on Sand Layer Overlying Clay. Canadian Geotechnical Journal, Vol. 11, Iss. 2, 1974, pp. 223-229.10.1139/t74-018
- [7] CHEN, W. F. – DAVIDSON, H. L.: Bearing Capacity Determination by Limit Analysis. Journal of the Soil Mechanics and Foundations Division, Vol. 99, Iss. 6, 1973, pp. 433-449.10.1061/JSFEAQ.0001887
- [8] FLORKIEWICZ, A.: Upper Bound to Bearing Capacity of Layered Soils. Canadian Geotechnical Journal, Vol. 26, Iss. 4, 1989, pp. 730-736.10.1139/t89-084
- [9] MICHALOWSKI, R. L. – SHI, L.: Bearing Capacity of Footings over Two-Layer Foundation Soils. Journal of Geotechnical Engineering, Vol. 121, Iss. 5, 1995, pp. 421-428.10.1061/(ASCE)0733-9410(1995)121:5(421)
- [10] MERIFIELD, R. S. – SLOAN, S. W. – YU, H. S.: Rigorous Solutions for the Bearing Capacity of Two Layered Clay Soils. Geotechnique, Vol. 49, Iss. 4, 1999, pp. 471–490.10.1680/geot.1999.49.4.471
- [11] MICHALOWSKI, R. L.: Collapse Loads over Two-Layer Clay Foundation Soils. Soils and Foundations, Vol. 42, Iss. 1, 2002, pp. 1-7.10.3208/sandf.42.1
- [12] SHIAU, J. S. – LYAMIN, A. V. – SLOAN, S. W.: Bearing Capacity of a Sand Layer on Clay by Finite Element Limit Analysis. Canadian Geotechnical Journal, Vol. 40, Iss. 5, 2003, pp. 900-915.10.1139/t03-042
- [13] BROWN, J. D. MEYERHOF, G. G.: Experimental Study of Bearing Capacity in Layered Clays. 7th International Conference on Soil Mechanics and Foundation Engineering, 1969, pp. 45-51.
- [14] MEYERHOF. G. G. – HANNA, A. M.: Ultimate Bearing Capacity of Foundations on Layered Soils under Inclined Load. Canadian Geotechnical Journal, Vol. 15, Iss. 4, 1978, pp. 565-572.10.1139/t78-060
- [15] HANNA, A. M. – MEYERHOF, G. G.: Design Charts for Ultimate Bearing Capacity of Foundations on Sand Overlying Soft Clay. Canadian Geotechnical Journal, Vol. 17, Iss. 2, 1980, pp. 300-303.10.1139/t80-030
- [16] ZHU, M.: Bearing capacity of strip footings on two-layer clay soil by finite element method. ABAQUS Users’ Conference Vol. 777, 2004, pp. 777-787.
- [17] BURD, H. J. – FRYDMAN, S.: Bearing Capacity of Plane-Strain Footings on Layered Soils. Canadian Geotechnical Journal, Vol. 34, Iss. 2, 1997, pp. 241-253.10.1139/t96-106
- [18] KUO, Y. – JAKSA, M. – KAGGWA, G. – FENTON, G. – GRIFFITHS, D. – GOLDSWORTHY, J.: Probabilistic Analysis of Multi-Layered Soil Effects on Shallow Foundation Settlement. 9th Australia - New Zealand Conference on Geomechanics, 2004, 8 p.
- [19] TANT, K. - CRAIG, W. H.: Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth. Soils and Foundation, Vol. 35. Iss. 4, 1995, pp. 21-35.10.3208/sandf.35.4_21
- [20] AU, S. K. – BECK, J. L.: Estimation of Small Failure Probabilities in High Dimensions by Subset Simulation. Probabilistic Engineering Mechanics, Vol. 16, Iss. 4, 2001, pp. 263-277.10.1016/S0266-8920(01)00019-4
- [21] SCHUELLER, G. I. – PRADLWARTER, H. J. – KOUTSOURELAKIS, P. S.: A Critical Appraisal of Reliability Estimation Procedures for High Dimensions. Probabilistic Engineering Mechanics, Vol. 19, Iss. 4, 2004, pp. 463-474.10.1016/j.probengmech.2004.05.004
- [22] AHMED, A. – SOUBRA, A. H.: Probabilistic Analysis of Strip Footings Resting on a Spatially Random Soil Using Subset Simulation Approach. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 6, Iss. 3, 2012, pp. 188-201.10.1080/17499518.2012.678775
- [23] THAJEEL, J. - AL-BITTAR, T. - AHMED, A. - Soubra, A. H.: Probabilistic Analysis at Ultimate Limit State of Strip Footings Resting on a Spatially Varying Soil using Subset Simulation Approach. 5th International symposium on Geotechnical Safety and Risk, 2015, 6 p.
- [24] LI, C. C. – KIUREGHIAN, A.: Optimal Discretization of Random Fields. Journal of Engineering Mechanics, Vol. 119, Iss. 6, 1993, pp. 1136-1154.10.1061/(ASCE)0733-9399(1993)119:6(1136)
- [25] VOŘECHOVSKÝ, M.: Simulation of Simply Cross Correlated Random Fields by Series Expansion Methods. Structural Safety, Vol. 30, Iss. 4, 2008, pp. 337-363.10.1016/j.strusafe.2007.05.002