Investigation of One-dimensional Stress-Release Mechanism in Sand from Model Test

  • Zhuang, Li (DAELIM Industrial Co., Ltd.) ;
  • Kim, Dongwook (Incheon National University Department of Civil and Environmental Engineering) ;
  • Kim, Ukgie (Korea Institute of Construction Technology)
  • 발행 : 2013.10.01

초록

This paper explores stress release induced by unloading in dry sand. A series of model tests were carried out to measure stresses developed in testing sand during loading and those released during unloading for different boundary conditions. It was found that stress in the sand increased linearly with applied load. At the onset of unloading, almost no stress release was observed. Significant stress release took place when the shear stress in the sand induced by unloading exceeded the frictional resistance and caused movement of sand particles. The initiation and the magnitude of stress release depend on the stress condition prior to unloading, the decrease of external load, and also the frictional resistance in sand. A new conceptual stress-release model was next developed based on the model test results by considering the fundamental frictional behavior of granular materials.

키워드

참고문헌

  1. Barla, M. and Barla, G.(2005), Assessing design parameters for tunneling in a cemented granular soil by continuum and discontinuum modeling, Prediction, Analysis and Design in Geomechanical Applications, proceedings of the 11th International Conference of IACMAG, pp. 475-484.
  2. Bernat, S. and Cambou, B.(1998), Soil-structure interaction in shield tunneling in soft soil, Computers and Geotechnics, Vol. 22, No. 3, pp. 221-242. https://doi.org/10.1016/S0266-352X(98)00007-X
  3. Collins, I. F.(2005), The concept of stored plastic work or frozen elastic energy in soil mechanics, Geotechnique, Vol. 55, No. 5, pp. 373-382. https://doi.org/10.1680/geot.2005.55.5.373
  4. Dave, T. N. and Dasaka, S. M.(2011), A review on pressure measurement using earth pressure cell, International Journal of Earth Sciences and Engineering, Vol. 4, No. 6, pp. 1031-1034.
  5. Kajigaya, M., Ozaki, J., Sakamoto, K. and Fukada, K.(1989), Behavior and analysis of braced excavation system in soft ground, Soil Mechanics and Foundation Engineering, JGS., Vol. 37, No. 5, 23-28 (in Japanese).
  6. Kashiwagi, A., Kumagai, T., Izika, A. and Sugai, M.(1989), A new design method of earth retaining structure considering the effects of the excavation procedure. Soil Mechanics and Foundation Engineering, Vol. 37, No. 5, pp. 47-52 (in Japanese).
  7. Mana, A. I. and Clough, G.W.(1981), Prediction of movements for braced cuts in clay, Journal of Geotechnical Engineering Division, Vol. 107, No. 6, pp. 759-778.
  8. Ng, C. W. W. and Lee, G. T. K.(2002), A three-dimensional parametric study of the use of soil nails for stabilizing tunnel faces, Computers and Geotechnics, No. 29, pp. 673-697. https://doi.org/10.1016/S0266-352X(02)00012-5
  9. Qian J. H. and Yin, Z. Z.(1996), Theory and numerical calculation of soil engineering, China Water Power Press, Beijing, pp. 59 (in Chinese).
  10. Ren, G., Smith, J. V., Tang, J. W. and Xie. Y. M.(2005), Underground excavation shape optimization using an evolutionary procedure, Computers and Geotechnics, No. 32, pp. 122-132. https://doi.org/10.1016/j.compgeo.2004.12.001
  11. Salgado, R.(2008), The engineering of foundation, Purdue University, West Lafayette, pp. 363-364.
  12. Talesnick, M.(2005), Measuring soil contact pressure on a solid boundary and quantifying soil arching, Geotechnical Testing Journal, Vol. 28, No. 2, pp. 1-9.
  13. Talesnick, M., Horany, H., Dancygier, A. N. and Karinski, Y. S.(2008), Measuring soil pressure on a buried model structure for the validation of quantitative frameworks. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, No. 6, pp. 855-865. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:6(855)
  14. Vialov, C. C.(1987, translated by Du, Y.P.), Rheologic theory of soil mechanics, China Science and Technology Press, Beijing, pp. 102 (in Chinese).
  15. Weiler, W.A. and Kulhawy, F.H.(1982), Factors affecting stress cell measurements in soil. Journal of the Geotechnical and Foundation Division, Vol. 108, No. GT12, pp. 1529-1548.
  16. Zhou, S. H.(2005), Principles of pipe roof applied to shallowburied tunnels in soft ground, Chinese Journal of Rock Mechanics and Engineering, Vol. 24, No. 14, pp. 2565-2570 (in Chinese).
  17. Zhuang, L.(2009), Loading and unloading behavior and stress release of granular materials, Ph.D Dissertation, Tongji University, Shanghai, pp. 90-123 (in Chinese).