Jan Maciejewski, Sebastian Bąk and Paweł Ciężkowski
different normal loads ( σ 1 < σ 2 < σ 3 , ρ ini = 2.3 . 10 3 kg/m 3 , θ max = 25° ) depending on the tangential displacement u t : a) variations of shear stress, b) variations of dilatancy
Shape of primary asperities depending on g 0 parameter
Simulation results for different normal loads ( σ 1 < σ 2 < σ 3 , ρ ini = 2.3 . 10 3 kg/m 3 , θ max = 25° , asperities ) depending on the tangential displacement u t : a) variations of shear stress, b) variations of dilatancy, c) asperity shape assumed for calculations
Mehdi Missoum Benziane, Noureddine Della, Sidali Denine, Sedat Sert and Said Nouri
.A. (2003). Study on shear strength of sands reinforced with randomly distributed discrete fibers, Geotextiles and Geomembranes, 21 (2), 103–110. 10.1016/S0266-1144(03)00003-7
Yetimoglu T. Salbas O.A. 2003 Study on shear strength of sands reinforced with randomly distributed discrete fibers Geotextiles and Geomembranes 21 2 103 – 110
 Zornberg, G. (2002). Discrete framework for limit equilibrium analysis of fiber reinforced soil. Géotechnique, 52(8), 593–604 10.1680/geot.2002.52.8.593
Zornberg G. 2002 Discrete framework for limit
Kamila Międlarz, Jakub Konkol and Lech Bałachowski
93 31 44 https://doi.org/10.1016/j.enggeo.2007.03.009
 Coutinho, R.Q., Lacerda, W.A., 1989. Strength characteristics of Juturnaiba organic clays. Presented at the 12th International conference on Soil Mechanics and Foundation Engineering, Balkema, Rio de Janeiro, pp. 1731–1734. Coutinho R.Q. Lacerda W.A. 1989 Strength characteristics of Juturnaiba organic clays Presented at the 12th International conference on Soil Mechanics and Foundation Engineering Balkema Rio de Janeiro 1731 1734
 Dan, G., Sultan, N., Savoye, B. 2007. The
occur with the choice of new boundary conditions. Using these more realistic boundary conditions, Yadav et al. [ 4 ] analyzed the thermal instability of rotating nanofluids. The authors mentioned that the
model selected in their study is more realistic physically than those used in the previous studies (i.e., models with non-zero nanoparticle flux at boundaries). Different aspects of natural convection in porous media have been examined thoroughly by many researchers (see, e.g., Ref. [ 5 –9]).
An experimental investigation of the onset of convection in a stably
out the anchor for any material and for any length of anchoring.
The HILTI HDA-P M20x250/100 anchor was adopted for pull-out tests. with anchoring length of 25 cm will be used ( “European Technical Assessment…” ), the picture of this anchor is shown in Fig. 1 .
Pre-set undercut Hilti HDA-P anchor.
To mount this anchor, it is placed in a prepared hole in the anchored surface. Then, a drill is attached to the anchor, and while drilling, the anchor undercuts itself with deflecting elements. Scheme of mounting the anchor is shown in Fig. 2
Antonio Mario Federico, Osvaldo Bottiglieri, Francesco Cafaro and Gaetano Elia
The stocks of coal are crucial areas of coal-fired power plants, in terms of safety, optimization of energy storage and environmental implications (e.g., [ 1 ], [ 2 ]). Although they are now usually protected from rain and wind by storage structures or more simply by coating with tarpaulins, in many old plants in the world these stocks are still exposed to natural climatic conditions such as rain. This climatic condition could allow the air pollution with fine coal particles, as close to mining areas (e.g., [ 3 ]), and leaching processes due to
Sara Rachdi, Emad Jahangir, Michel Tijani and Jean-François Serratrice
CASM parameters for different clays.
3.1 Undrained triaxial tests
The model undrained response was validated on data from undrained triax-ial tests performed by Gasparre (2005) in her work on
Paweł Ciężkowski, Jan Maciejewski, Sebastian Bąk and Arkadiusz Kwaśniewski
Average maximum crushing force
Average crushing force
F ¯ a v m a x
Scheme of measurement of the outlet