Metrika članka

  • citati u SCindeksu: 0
  • citati u CrossRef-u:0
  • citati u Google Scholaru:[=>]
  • posete u poslednjih 30 dana:52
  • preuzimanja u poslednjih 30 dana:21
članak: 4 od 4  
Back povratak na rezultate
Građevinski materijali i konstrukcije
2019, vol. 62, br. 3, str. 39-59
jezik rada: srpski, engleski
vrsta rada: prethodno saopštenje
objavljeno: 10/10/2019
doi: 10.5937/GRMK1903039C
Creative Commons License 4.0
Ispitivanje integriteta šipova - testiranje i analiza rezultata
Institut za ispitivanje materijala Srbije - IMS, Beograd

e-adresa: mladen.cosic@institutims.rs, kristina.tomic@institutims.rs, nenad.susic@institutims.rs

Projekat

Geotehnički aspekti istraživanja i razvoja savremenih tehnologija građenja i sanacija deponija komunalnog otpada (MPNTR - 36014)

Sažetak

U radu su prikazani karakteristični primeri ispitivanja integriteta šipova sa analizom rezultata, pri čemu se metodologija ispitivanja oslanja na postojeće ASTM standarde, ali i na metodologiju ispitivanja prikazanu u naučnom radu "Ispitivanje integriteta i nosivosti šipova: metodologija i klasifikacija", koji je publikovan u ovom časopisu. Ispitivanja šipova sprovedena su primenom licenciranih oprema za test integriteta šipa sa senzorom (SIT) i test integriteta šipa sa sondama (CSL). Ispitivanjima su prikazane korektne i problematične situacije, koje se pojavljuju prilikom analize integriteta šipova. Ukazano je na aspekte primene talasne teorije, ali i na procesiranja signala i numeričke analize. Takođe, posebno je skrenuta pažnja na potrebu izrade plana ispitivanja integriteta šipova kod objekata s velikim brojem šipova.

Ključne reči

šip; ispitivanje; integritet; reflektogram; SIT; ultrazvučni profil; CSL

Reference

ASTM International (2016) ASTM D5882: Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations. West Conshohocken, PA, USA: ASTM International
ASTM International (2016) ASTM D6760: Standard Test Method for Integrity Testing of Concrete Deep Foundations by Ultrasonic Crosshole Testing. West Conshohocken, PA, USA
Berisavljević, D., Šušić, N. (2012) Basis of Pile Integrity Testing with Few Case Histories. Building Materials and Structures, Vol. 55, No. 1, pp. 55-64
Chan, F.W.Y., Tsang, S.W.F. (2006) Quality assurance of concrete foundation elements using an ultrasonic evaluation technique. Insight - Non-Destructive Testing and Condition Monitoring, 48(6): 360-367
Cui, D., Yan, W., Wang, X., Lu, L. (2017) Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques. Sensors, 17(11): 2443-2443
Ćosić, M., Folić, B., Folić, R. (2013) Developing a Methodology for the Integrated Numerical Evaluation and Performance Assessment of Soil - Pile - Pier. u: The 13th International Science Conference VSU, Sofia, Bulgaria, pp. II-236-244
Ćosić, M., Folić, B., Folić, R. (2014) Numerical Simulation of the Pile Integrity Test on Defected Piles. Acta Geotechnica Slovenica, Vol. 11, No. 2, pp. 5-19
Ćosić, M., Božić-Tomić, K., Šušić, N. (2019) Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija. Građevinski materijali i konstrukcije, vol. 62, br. 1, str. 43-68
Ding, X., Liu, H., Liu, J., Chen, Y. (2011) Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing. Journal of Engineering Mechanics, 137(9): 598-609
Hilber, H.M., Hughes, T.J.R., Taylor, R.L. (1977) Improved numerical dissipation for time integration algorithms in structural dynamics. Earthquake Engineering & Structural Dynamics, 5(3): 283-292
Holeyman, A.E. (1992) Technology of Pile Dynamic Testing. u: F. Barends [ur.] Application of stress wave theory to piles, Rotterdam: Balkema, pp 195-215
Li, D.Q., Zhang, L.M., Tang, W.H. (2005) Reliability Evaluation of Cross-Hole Sonic Logging for Bored Pile Integrity. Journal of Geotechnical and Geoenvironmental Engineering, 131(9): 1130-1138
Liang, L., Rausche, F. (2011) Quality Assessment Procedure and Classifications of Cast-In-Place Shaft using Low Strain Dynamic Test. u: 36th Annual Conference on Deep Foundations, Deep Foundations Institute, Boston, USA, 553-562
Middendorp, P. (2004) Thirty Years of Experience with the Wave Equation Solution Based on the Method of Characteristics. u: 7th International Conference on the Application of Stress Wave Theory to Piles, Kuala Lumpur, Malaysia
Ni, S., Isenhower, W., Huang, Y. (2012) Continuous Wavelet Transform Technique for Low-Strain Integrity Testing of Deep Drilled Shafts. Journal of GeoEngineering, 7(3): 97-105
Promputthangkoon, P., Swasdi, S., Kuasakul, T. (2018) Interpretation of Pile Integrity Test Results Obtained from Model Concrete Piles Having Two Defect Locations. International Journal of GEOMATE, 15(47): 132-138
Rausche, F., Likins, G., Hussein, M. (1994) Formalized Procedure for Quality Assessment of Cast-In-Place Shafts Using Sonic Pulse Echo Methods. u: Design and Construction of Auger Cast Piles and Other Foundation Issues, Washington, USA, Transportation Research Record No. 1447, pp. 30-38
Rausche, F., Ren-Kung, S., Likins, G. (1991) Comparison of Pulse Echo and Transient Response Pile Integrity Test Methods. u: Transportation Research Board Annual Meeting, Washington, USA, 21-27
Richart, F., Hall, J., Woods, R. (1970) Vibrations of Soils and Foundations. New Jersey, USA: Prentice Hall
Voitus, V.H.G., Jansz, J., Bomer, H., Arentsen, D. (1974) Hydroblok and Improved Pile Driving Analysis. De Ingenieur, No 8, Vol 86, pp 345-353
White, B., Nagy, M., Allin, R. (2008) Comparing Cross-Hole Sonic Logging and Low-Strain Integrity Testing Results. u: 8th International Conference on the Application of Stress-Wave Theory to Piles, Lisbon, Portugal, 471-476
Xu, J., Shen, Z., Ren, Q. (2017) Simulation analysis of low strain dynamic testing of pile with inhomogeneous elastic modulus. Journal of Measurements in Engineering, 5(3): 152-160
Ya-Lun, C. (1975) Statistical Analysis with Business and Economic Applications. USA: Holt, Rinehart and Winston
Zhang, L., Wu, Y., Wei, M. (2015) Detection of Defective Piles Using Analysis Tools. Electronic Journal of Geotechnical Engineering, Vol. 20, No. 14, pp. 6073-6082
Zheng, C., Kouretzis, G.P., Ding, X., Liu, H., Poulos, H.G. (2017) Three-dimensional effects in low-strain integrity testing of piles: Analytical solution. Canadian Geotechnical Journal, 53(2): 225-235
Zheng, C., Liu, H., Ding, X., Kouretzis, G.P., Sheng, D. (2016) Three-Dimensional Effects in Low-Strain Integrity Testing of Large Diameter Pipe Piles. Journal of Engineering Mechanics, 142(9): 04016064-04016064