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CONTROL OF INTEGRITY OF BORED PILES USING OF NON-DESTRUCTIVE METHODS: LOW STRAIN METHOD AND CROSS-HOLE SONIC LOGGING

Abstract

At the present time, in Nur-Sultan city is going on works by construction public transport system LRT (Light Railway Transport). LRT is an overhead road with two railway lines. The first stage of construction is including construction of overhead road (bridge) with 22,4 km length and 18 stations. The foundation of bridge is the bored piles with cross-section 1.0÷1.5 m and length 8÷55 m. Design bearing capacity of piles is 4500÷12000 kN. For boring soil using Chinese drilling rigs Zoomlion without casing. To maintain the walls of boreholes in sand and gravel soils using polymer slurry. In these conditions, very important to control integrity of concrete body of each bored piles. For checking integrity applying two methods - Low Strain Method and Cross-Hole Sonic Logging. The aim of this paper is to discuss the advantages and disadvantages of each method using the examples of a real application.

About the Authors

A. Zh. Zhussupbekov
L. N.Gumilyov Eurasian National University
Kazakhstan

Department of Civil and Structural Engineering



N. U. Shakirova
L. N.Gumilyov Eurasian National University
Kazakhstan

Department of Civil and Structural Engineering



G. K. Tanyrbergenova
L. N.Gumilyov Eurasian National University
Kazakhstan

Department of Civil and Structural Engineering



I. T. Zhumadilov
L. N.Gumilyov Eurasian National University
Kazakhstan

Department of Civil and Structural Engineering



References

1. Joram M. A. (2009). Pile Integrity Testing, Israel.

2. ASTM Standard D 5882 (2000). "Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations, ’’ ASTM International, West Conshohocken, PA, www.astm.org.

3. ASTM Standard D 6760 (2002). ‘‘Standard Test Method for IntegrityTesting of Concrete Deep Foundations by Ultrasonic Crosshole Testing, ’’ ASTM International, West Conshohocken, PA, www.astm.org.

4. White, B., Nagy, M. & Allin, R. (2008) “ Comparing cross-hole sonic logging and low-strain integrity testing results, ” Proceedings of the 8th Internationl Conference of Application of Stress Wave Theory to Piles, Lisbon, 471-476. Bungenstab, F. C. and Beim, J. W. (2015)

5. “Continuous Flight Auger (CFA) Piles - A Review of the Execution Process and Integrity Evaluation by Low Strain Test,” Buenos Aires, Argentina; 414-421. IOS Press.

6. Massoudi, N. and Teferra, W. (2004). ‘‘Non-Destructive Testing of Piles Using the Low Strain Integrity Method’’. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering: New York, NY; 1-6.


Review

For citations:


Zhussupbekov A.Zh., Shakirova N.U., Tanyrbergenova G.K., Zhumadilov I.T. CONTROL OF INTEGRITY OF BORED PILES USING OF NON-DESTRUCTIVE METHODS: LOW STRAIN METHOD AND CROSS-HOLE SONIC LOGGING. Herald of the Kazakh-British Technical University. 2019;16(4):122-129. (In Russ.)

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ISSN 1998-6688 (Print)
ISSN 2959-8109 (Online)