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Wyświetlanie 1-2 z 2
Tytuł:
Metody monitoringu osuwisk i wczesnego ostrzegania on-line na przykładzie badań geologiczno-inżynierskich w Beskidzie Niskim i Średnim
Landslide monitoring and on-line early warning methods based on geological engineering investigations in the Beskid Niski and Beskid Średni Mountains
Autorzy:
Bednarczyk, Z.
Powiązania:
https://bibliotekanauki.pl/articles/2075322.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
metody monitoringu osuwisk
badania geologiczno-inżynierskie
stabilizacja osuwiska
landslide monitoring systems
engineering geology investigations
landslide stabilization
Opis:
The objective of this paper is to presents results and conclusions from landslide monitoring and early warning methods implemented by the author for road and infrastructure stabilization projects. Research present monitoring for 23 Carpathian landslides and 8 counteraction projects. Implemented instrumentation besides standard monitoring methods included automatic on-line measurements with real-time transfer of landslide data to the Internet. The initial site investigations were funded under the Landslide Counteraction Project (2005–2009). Standard monitoring measurements was financed by author and Poltegor-Institute (2006–2015). Real-time measurements were realized inside the EU Innovative Economy Programme (2008–2013). These measurements are conducted and financed by the author till now. The instrumentation consists of 26 standard inclinometers to depths of 5–21 m. Up to Fifty five series of measurements performed 4–9 times a year from 2006 till now detected displacement from several millimetres to 49 cm. These were observed at depths of 1–17 m. Modern automatic, early warning, real time system was installed in May 2010. The system is the first of its kind in Poland and one of several such a systems in the world. The installation was carried out in consultation with the Local Road Authority in Gorlice. It contained three automatic field stations investigating landslide parameters to the depths of 12–16 m and the weather station. The displacements were measured by in-place inclinometers, and innovative 3D continuous inclinometer systems with sensors located every 0.5 m. It has possibility to measure much greater range of movements compare to the standard systems. The obtained data allowed better recognition of geohazards triggering parameters and control of landslide stabilization works. It included definition of risk conditions. The early-warning about the risk to the road owner and the Carpathian Branch of Polish Geological Survey were implemented. Chosen monitoring methods and numerical modelling could help in forecasting of the landslide movement for estimation of remediation possibilities and improve effectiveness of stabilization works. However, landslide stabilization works are usully difficult and should be connected with control monitoring measurements.
Źródło:
Przegląd Geologiczny; 2015, 63, 10/3; 1220--1229
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Problemy projektowania i wykonywania badań geologiczno-inżynierskich w Polsce
Problems of designing and performing geological engineering site investigationin Poland
Autorzy:
Grela, M.
Traczyński, K.
Powiązania:
https://bibliotekanauki.pl/articles/2074256.pdf
Data publikacji:
2014
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
geological engineering site investigation
locationsof investigationpoints
geotechnical risk
badania geologiczno-inżynierskie
lokalizacja punktów badawczych
ryzyko geotechniczne
Opis:
The article describes particular stages of investigation on foundation soil in Poland and current legal situation on documenting results of subsoil tests andprocedures for approving geological engineering documentation. Quality of performed tests in compliance with assumed geological structure ofregion was described. Issues on selection ofinvestigation points placement for completion of linear structures and constructions with deep foundations were also raised. Moreover, geotechnical risks arisingfrom impreciselyperformed tests on geological engineering were characterized.The article describes the current legal situation con- cerning research documenting the subsoil and procedures for the approval of geological and engineering.
Źródło:
Przegląd Geologiczny; 2014, 62, 10/2; 579--583
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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