Effects of soil deposition on the initial stress state in model tests: Experimental results and FE simulation

被引:2
作者
Vogelsang, J. [1 ]
Zachert, H. [1 ]
Huber, G. [1 ]
Triantafyllidis, Th [1 ]
机构
[1] Institute of Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology, Karlsruhe
来源
Lecture Notes in Applied and Computational Mechanics | 2015年 / 77卷
关键词
Back calculation; Cone penetration test; Digital image correlation; Initial soil state; Model test;
D O I
10.1007/978-3-319-18170-7_1
中图分类号
学科分类号
摘要
The knowledge of the initial soil state (stress and density distribution) in geotechnical model tests is indispensable, particularly with regard to FE back calculation of experimental results. Usually, so-called K0-conditions are assumed, which for many cases do not describe the soil stress state before the experiment begins adequately. Using an exemplary test device we present and discuss different measurement techniques for the interpretation of soil deposition procedures and the evaluation of the initial state. Bymeans of stress and bearing force measurements, the stress state is captured representatively. The soil deformations during the filling of the test device are evaluated with Digital Image Correlation (DIC) methods and the initial density distribution is examined by cone penetration tests (CPT). Afterwards, a simple FE simulation method is presented, which models the soil deposition procedure by a weight increase layer-by-layer. It is shown that the method is suitable to provide a realistic initial soil state. The methods presented can be easily transferred to other geotechnical test devices and can in many cases ensure a better comparability of tests with their simulations. © Springer International Publishing Switzerland 2015.
引用
收藏
页码:1 / 20
页数:19
相关论文
共 20 条
  • [1] Ahmadi M.M., Karambakhsh P., K<sub>0</sub> determination of sand using CPT calibration chamber, 2nd International Symposium on Cone Penetration Testing, (2010)
  • [2] Bauer E., Calibration of a comprehensive constitutive equation for granular materials, Soils Found, 36, pp. 13-26, (1996)
  • [3] Choi S.-K., Lee M.-J., Choo H., Tumay M.T., Lee W., Preparation of a large size granular specimen using a rainer system with a porous plate, Geotech. Test. J, 33, 1, pp. 45-54, (2009)
  • [4] Cudmani R., Osinov V., The cavity expansion problem for the interpretation of cone penetration and pressuremeter tests, Canadian Geotech. J, 38, 2, pp. 622-638, (2001)
  • [5] (2002)
  • [6] Fretti C., Lo Presti D., Pedroni S., Apluvial deposition method to reconstitute well-graded sand specimens, Geotech. Test. J, 18, 2, pp. 292-298, (1995)
  • [7] Janssen H.A., Versuche über Getreidedruck in Silozellen. Zeitschrift Verein deutscher Ingenieure, Band, 39, pp. 1045-1049, (1895)
  • [8] Maier C., Herstellung Trockener Großproben Mit Verschiedenen Lagerungsdichten, (2011)
  • [9] Mayne P.W., Kulhawy F.H., Calibration chamber database and boundary effects correction for CPT data, Proceedings of the 1st International Symposium on Calibration Chamber Testing, pp. 257-264, (1991)
  • [10] Niemunis A., Wichtmann T., Triantafyllidis T., Spatial stress fluctuations: Acoustic evidence and numerical simulations, Numerical Models in Geomechanics (Numog X), pp. 159-166, (2007)