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THE USAGE OF POSITAL CANOPEN AGS15 INCLINOMETERS FOR DIAGNOSTIC MONITORING OF SLENDER STRUCTURES

Abstract

This paper concerns the possibility of using AGS15 capacitive inclinometers in the geodetic monitoring of slender structures. The basics of geometric monitoring have been introduced, and the features of inclinometers that can be used in these studies have been described. Main expectations towards them have been formulated. Three tests were conducted: (1) a few days' stability test of readings, (2) the test of inclinations controlled tachimetrically and (3) continuous survey of a physical object. It has been found that in order to obtain satisfactory results it is necessary to correct the readings due to the drift and the effect of temperature. The works conducted as part of described project work are not capable of identifying those indicators. To achieve them there were designed the system that support the acquisition and processing of the measurement and also the collection and transmission of results. In the conclusions authors stated that inclinometers AGS15 can be suitable for monitoring, but the works aimed at improving their performance should be undertaken.

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High-energy seismic events in Legnica–Głogów Copper District in light of ASG-EUPOS data

, earthquake hazards in the area of San Andreas Fault System are assessed from fault slip rate estimates. However, the estimates of slip measured by the long-term offset of physical geologic features do not always match modern estimates from precise positioning GPS measurements, model simulating interseismic strain accumulation, historical earthquake ruptures, and postseismic stress relaxation over several hundred years and slip rates evaluated from geological data and GPS rate measurements can improve the understanding of earthquake mechanisms and reduce risk (Mc

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The Comparison of Laboratory Tests and Numerical Analysis of Pressure and Tension Bearing Capacities of the New System of Microbulb and Micropile System on Clay in Shiraz, Iran

micropile load tests in gravelly sand”, 6th International Conference on case histories in Geotechnical engineering, VA, Arlington, No1.12. Han, J. and Ye, S.L., (2006), “A field study on the behavior of micropiles in sand under compression or tension” Canadian, Geotechnical, Journal, 43, pp. 19–29. Reza Ziaie Moayed.and seyed Abolhasan Naeini,(2012),”Improvement of Loose Sandy Soil Deposit Using MicroPile”, KSCE Journal Of Civil Engineering, Springer, 334-340. Muhunthan, B., Shu, S., and Marek, A. R. (2005). “Sand state and performance analysis of

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Experimental Evaluation a Tensile Strength of PAFSIN Pipes in Different Types of Land

6. REFERENCES Adams, R.D., Cawley, P.D., 1998. A review of defect types and non-destructives testing techniques for composites and bonded joints. Non Destructive Techniques Int., 21:208-22. Akimwumi, I.I., Diwa, D., 2014. Effects of crude oil contamination on the index properties, strength and permeability of lateritic clay. Int. Journal of applied sciences and engineering research, vol.3 no.4. Cojocaru, G., 2017. Experimental investigations on the effect of soil pH on GRP buried pipes. Sub-urban – A European network to improve

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Research On Recycling Of Hardened Mortar From Construction And Demolition Waste

development and the links between the economy and the environment, ENV.F.1/ETU/2010/0033, final Report, Osnabrück, pp. 1-95 http://ec.europa.eu/environment/enveco/studies_modelling/pdf/report_macroeconomic.pdf NE 012 –2009: Normativ pentru producerea betonului şi executarea lucrărilor de construcţii din beton, beton armat şi beton precomprimat (Standard for the production of concrete and a construction of concrete, reinforced and prestressed concrete) Rodrigues, F., Carvalho, M.T., Evangelista, L., de Brito, J., 2014. Physical-chemical and mineralogical

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Separation of Fresh and Saline Water Using by Interpretation of Geoelectric Data (A Case Study of Eshtehard in North of Iran)

4. REFERENCES Alile O.M., Molindo W.A., Nwachokor M.A., 2007. Evaluation of soil profile on aquifer layer of three locations in Edo state, International Journal of physical science Vol 2, pp. 249-253. Egbai J.c, Efeya Pios, 2013. Geoelectric method for investigating salt water intrusion into freshwater aquifer in Deghele community of Warri south local government area of Delta state, Technical Journal of Engineering and Applied Science., ISSN 2051-0853, pp. 819-827. Ezhisaivallab K. and Poongothai S., 2016. Geoelectrical signatures of the coastal

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Damage Detection of Concrete Gravity Dams using Hilbert-Huang Method

References A.Farsayi, R.Abbasnia. 2010. “Wavelet Transform in Damage Detection of Structures.” 6th Conference of Iranian civil engineering . Aldemir, Alper et al. 2015. “Pseudo-Dynamic Testing of a Concrete Gravity Dam.” Alembagheri, Mohammad, and Mohsen Ghaemian. 2013. “Damage Assessment of a Concrete Arch Dam through Nonlinear Incremental Dynamic Analysis.” Soil Dynamics and Earthquake Engineering 44: 127–37. http://dx.doi.org/10.1016/j.soildyn.2012.09.010 Allen, J B. 1977. “Short Term Spectral Analysis, Synthesis, and Modification

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Effects of Concrete Block Pavement on Flow Retardation Factor

://www.sciencedirect.com/science/article/pii/S1383586611002504 Jia, H., Yao, H., Shaw, L.Y., 2013. Advances in LID BMPs research and practice for urban runoff control in China. Front. Environ. Sci. Eng. 7, 709–720. http://link.springer.com/article/10.1007/s11783-013-0557-5 . Kirby, A., 2005. SuDS-innovation or a tried and tested practice?, in: Proceedings of the Institution of Civil Engineers-Municipal Engineer. London: Published for the Institution of Civil Engineers by Thomas Telford Services, c1992-, pp. 115–122. Lin, W., Cho, Y., Kim, I.T., 2016. Development of Deflection Prediction Model for Concrete

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