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Study on founding of a residential–administrative complex in poor soil conditions in seismic prone region |
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| Authors: | K Talaganov and V Sesov |
| Institution: | Institute of Earthquake Engineering and Engineering Seismology, University “St. Cyril and Methodius”, 73 Salvador Aljende, PO Box 101, 91000 Skopje, Republic of Macedonia |
| Abstract: | This paper gives a brief presentation of the study on foundation of a residential business complex. The unfavourable geotechnical conditions of the site considered led to the need to improve the natural foundation soil. The most favourable and rational solution for providing safety and stability of structures was the combination of gravel and a sub-base. Computations were done as follows: analysis of the stress–strain state by using the parameters of the natural non-improved soil and analyses performed by using the parameters of the improved soil. The results from these analyses were used for analysis of the integral soil–structure system. Hence, complete information on the possibility for optimisation of the foundation structure was obtained. |
| Keywords: | Foundation Settlements Soil improvement Soil–structure interaction Site effects |
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