EXPERIMENTAL RESEARCH OF BEARING CAPACITY OF A GROUND METAL PIPELINE AFTER THE INFLUENCE OF GEOTHERMAL WATER IN SEISMIC REGIONMazhiev Kh.N., Bataev D.K.S., Mazhiev K.H., Mazhieva A.H. and Aliev S.A.
This paper presents the results of the research of bearing capacity of the pipeline fragments after the influence of the geothermal water in seismic region. The influence of mineral and concrete fillup on the resistance of the pipeline fragments to the axial and transversal contraction is shown. The authors identified the effect of the growth of bearing capacity and the character of stability loss and destruction of testing samples. Rationale for the secondary use of mineral and concrete structures is discussed.
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