In this paper, an experimental study has been carried out to investigate the effect of different parameters on the results of dynamic compaction adjacent to slopes. One hundred and eight sloped models of Babolsar sand at three safety factors of 1·4, 1·6 and 1·8 and a relative density of 50% were prepared at three heights of 450, 650 and 850 mm. Other effective variables such as tamping distance from the slope edge, tamper weight and its falling height were also considered in the testing programmes. The variation of crater depth was carefully determined with number of applied blows during the tests. Based on the results, crater depth increased with increase in slope angle and decreased with increase in factor of safety and distance from the slope edge. In some tests, slope failure occurred and the failure modes were evaluated to reveal patterns of shear cracks and failure mechanism. The effect of the model's height on the crater depth was also evaluated and it was determined that an increase in height decreases the induced crater depth. Finally, some empirical equations for calculation of the crater depth based on the considered variables are suggested.
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May 2019
Research Article|
August 23 2018
Impact of model scale on the results of dynamic compaction adjacent to the sandy slopes
Ali Mirzamomen, MSc, CEng;
Ali Mirzamomen, MSc, CEng
Graduate student, School of Engineering, Kharazmi University, Tehran, Iran
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Amir Hamidi, PhD, CEng;
Amir Hamidi, PhD, CEng
Professor, School of Engineering, Kharazmi University, Tehran, Iran (corresponding author: hamidi@khu.ac.ir)
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Ali Ghanbari, PhD, CEng
Ali Ghanbari, PhD, CEng
Professor, School of Engineering, Kharazmi University, Tehran, Iran
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Publisher: Emerald Publishing
Received:
March 22 2017
Accepted:
June 19 2018
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Ground Improvement (2019) 172 (2): 65–75.
Article history
Received:
March 22 2017
Accepted:
June 19 2018
Citation
Mirzamomen A, Hamidi A, Ghanbari A (2019), "Impact of model scale on the results of dynamic compaction adjacent to the sandy slopes". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 172 No. 2 pp. 65–75, doi: https://doi.org/10.1680/jgrim.17.00022
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