" dotvarov\u00E1n\u00ED betonu" . "1"^^ . . "http://www.isvav.cz/projectDetail.do?rowId=GA103/09/2016"^^ . "Structures affected by underground activity-prediction of development of stresses, deformation and damage"@en . "geotechnika" . "\u0158e\u0161en\u00ED projektu prob\u011Bhlo podle pl\u00E1nu jak z hlediska odborn\u00E9ho tak i z hlediska \u010Derp\u00E1n\u00ED finan\u010Dn\u00EDch prost\u0159edk\u016F."@cs . "Stavebn\u00ED konstrukce ovlivn\u011Bn\u00E9 podzemn\u00ED \u010Dinnost\u00ED-predikce v\u00FDvoje nam\u00E1h\u00E1n\u00ED, p\u0159etvo\u0159en\u00ED a poru\u0161en\u00ED" . . . . . . . . . . " pole nap\u011Bt\u00ED" . . "Vypracov\u00E1n\u00ED teorie predikce v\u00FDvoje pole p\u0159etvo\u0159en\u00ED v z\u00E1vislosti na zm\u011Bn\u00E1ch pole nap\u011Bt\u00ED okolo v\u00FDrubu a \u010Delby tunelu se zohledn\u011Bn\u00EDm \u010Dasu v r\u016Fzn\u00FDch typech horninov\u00E9ho prost\u0159ed\u00ED a zdokonalen\u00ED metodiku vyhodnocov\u00E1n\u00ED v\u00FDsledk\u016F m\u011B\u0159en\u00ED. Vypracov\u00E1n\u00ED metodiky pro statickou anal\u00FDzu ra\u017Ebou ovlivn\u011Bn\u00FDch objekt\u016F." . "2011-12-31+01:00"^^ . . " reologie" . "The project gone according to plan both in terms of expertise and in terms of disbursement of funds."@en . . "2015-03-02+01:00"^^ . "Construction of underground structures causes imminent stress-strain field redistribution in the vicinity of the excavation. For shallow tunnels, this redistribution reaches the terrain surface and causes so called subsidence trough. The deformation field can have unacceptable consequences for the surface development, nearby underground structures, and its development is crucial for safe and economic construction of the tunnel lining. For this reason, it is necessary to draw-up a theory enabling prediction of the deformation field development depending on the changes of the stress field changes in the vicinity of the tunnel excavation and face while considering the time factor in various types of ground environment and to improve the methodology of metering results evaluation.Furthermore, it is necessary to prepare theoretic groundwork for formulation of principles of so called alert states and criteria for their assessment while considering the rheological properties of the grounds.The project will comprise a combination of mathematic modeling methods with measurement of the deformation field development; theory of analysis\u00A0of time stresses variations and deformations of \u00A0structures\u00A0affected by underground activities will also be developed.\u00A0"@en . . . "2009-01-01+01:00"^^ . "2011-04-16+02:00"^^ . "GA103/09/2016" . "geotechnika, pole nap\u011Bt\u00ED, reologie, dotvarov\u00E1n\u00ED betonu, poruchy"@en . . "0"^^ . . . "2"^^ . . "2"^^ . "1"^^ .