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TOPO GEODESIC MEASUREMENTS REGARDING MONITORING OVER TIME OF MOVEMENTS OCCURRING ON THE CONSOLIDATION SYSTEM FOR A HOUSING BUILDING LOCATED ON FABRICII STREET, CLUJ-NAPOCA
Abstract
The field of construction is currently one of the most stable and active fields of activity. It presents complex activities that are done in phase and chronologically until the end of completion execution stage. Realization of the foundation or its characteristic elements it includes a number of preparatory activities such as: land preparation and release of various tasks, shoveling and ground consolidation. The type of consolidation it is chosen according to the depth of the escape and It is about choosing a suppor solution that take over the earth's push and the overloads generated by neighboring constructions, respectively to ensure their non-affect. One type of consolidation It is the solution withe bore pilots which at the top are solidarised by means of a continuous coronation beam, perimeter and reinforced concrete. The main objective of this article It involves follow Up the building behavior of a coronament beam under the action of various disruptive factors. Data relating to certain movements or deformations are obtained from cycles of measurements made at approximately equal intervals of time. In the stabilization of certain deficiencies, the climatic conditions at the moment of the measurements are taken into account, excavations that are carried out in the pilot area, the aggregates layers established by the geotechnical study and other types of works that are carried out according to the execution schedule. The data obtained is used to ensure a normal performance of the execution stage.
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References7
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ARSENE C., BONDRE V.M., ANALYSIS OF THE EVOLUTION OF VERTICAL DISPLACEMENTS OF AN INDUSTRIAL CONSTRUCTION, International Multidisciplinary Scientific GeoConference: SGEM, Volume 20, pag. 11-18, 2020 DOI: 10.5593/sgem2020/2.2/s09.002
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