GEOTECHNICAL MONITORING OF ARRANGEMENT OF THE EXCAVATION OF NEW BUILDING NEAR EXISTING BUILDINGS

نویسندگان

چکیده

Object. To improve and test the complex geotechnical monitoring system for arrangement of excavation newly constructed pit, which is deeper than level sole foundations existing surrounding buildings. Method. Normative methods inspection a technical condition bearing building designs, their bases bases; modeling stress-strain state «soil massive – with superstructure engineering networks at different stages its construction»; long-term geodetic observations deformations residential brick buildings on natural basis, are in zone influence new building; mathematical statistics processing results experiments. Results. A was developed tested typical object enclosure excavation, buildings; were made strip soaked loess base, building, various construction enclosure. Scientific novelty. New research data obtained installation enclosure; analysis has been improved The practical significance. An effective structural-technological solution built-up buildings, implemented into practice conditions dense minimal costs negative impact due to staged corresponding methodology monitoring.

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ژورنال

عنوان ژورنال: Mosti ta tunelì: teorìâ, doslìdžennâ, praktika

سال: 2022

ISSN: ['2227-1252', '2413-6212']

DOI: https://doi.org/10.15802/bttrp2022/268184