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Improvement parameters in dynamic compaction adjacent to the slopes 被引量:2

Improvement parameters in dynamic compaction adjacent to the slopes
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摘要 Dynamic compaction is a cost-effective method commonly used for improvement of sandy soils. Anumber of researchers have investigated experimentally and numerically the improvement parametersof soils using dynamic compaction, such as crater depth, improvement depth, and radial improvement,however, these parameters are not studied for improvement adjacent to the slopes or trenches. In thisresearch, four different slopes with different inclinations are modeled numerically using the finiteelement code ABAQUS, and impact loads of dynamic compaction are applied. The static factors of safetyare kept similar for all trenches and determined numerically by application of gravity loads to the slopeusing strength reduction method (SRM). The analysis focuses on crater depth and improvement regionwhich are compared to the state of flat ground. It can be observed that compacted area adjacent to theslopes is narrower and slightly away from the slope compared to the flat state. Moreover, crater depthincreases with increase in slope inclination.2015 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting byElsevier B.V. All rights reserved. Dynamic compaction is a cost-effective method commonly used for improvement of sandy soils. Anumber of researchers have investigated experimentally and numerically the improvement parametersof soils using dynamic compaction, such as crater depth, improvement depth, and radial improvement,however, these parameters are not studied for improvement adjacent to the slopes or trenches. In thisresearch, four different slopes with different inclinations are modeled numerically using the finiteelement code ABAQUS, and impact loads of dynamic compaction are applied. The static factors of safetyare kept similar for all trenches and determined numerically by application of gravity loads to the slopeusing strength reduction method (SRM). The analysis focuses on crater depth and improvement regionwhich are compared to the state of flat ground. It can be observed that compacted area adjacent to theslopes is narrower and slightly away from the slope compared to the flat state. Moreover, crater depthincreases with increase in slope inclination.2015 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting byElsevier B.V. All rights reserved.
机构地区 School of Engineering
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2015年第2期233-236,共4页 岩石力学与岩土工程学报(英文版)
关键词 Dynamic compaction Slopes and trenches Crater depth Improvement depth Dynamic compaction Slopes and trenches Crater depth Improvement depth
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参考文献23

  • 1Ghanbari E, Hamidi A. Numerical modeling of rapid impact compaction in loosesands. Geomechanics and Engineering 2014;6(5):487-502.
  • 2Ghassemi A, Pak A, Shahir H. Numerical study of the coupled hydro-mechanicaleffects in dynamic compaction of saturated granular soils. Computers andGeotechnics 2010;37(1e2):10-24.
  • 3Griffiths DV, Lane PA. Slope stability analysis by finite elements. Geotechnique1999;49(3):387-403.
  • 4Gu Q, Lee FH. Ground response to dynamic compaction. Geotechnique 2002;52(7):481-93.
  • 5Khosravi M, Khabbazian M. Presentation of critical failure surface of slopes based onthe finite element technique. In: Proceedings of geocongress: state of the artand practice in geotechnical engineering. Reston, Virginia, USA: American Societyof Civil Engineers; 2012. p. 536-45.
  • 6Lee FH, Gu Q. Method for estimating dynamic compaction effect on sand. Journal ofGeotechnical and Geoenvironmental Engineering 2004;130(2):139-52.
  • 7Lukas RG. Geotechnical engineering circular no. 1  dynamic compaction. 1995.Publication No. FHWA-SA-95e037.
  • 8Matsui T, San KC. Finite element slope stability analysis by shear strength reductiontechnique. Soils and Foundations 1992;32(1):59-70.
  • 9Mayne PW, Jones JS, Dumas JC. Ground response to dynamic compaction. Journal ofGeotechnical Engineering 1984;110(6):757-74.
  • 10Menard L, Broise Y. Theoretical and practical aspects of dynamic consolidation.Geotechnique 1975;25(1):3-16.

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