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Compressive deformation characteristics of crushed sandstone based on multiple experimental factors

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this study, the compressive deformation of crushed sandstone was tested using a crushed rock deformation-seepage test system, and the effects of various factors, including crushed rock grade, grade combination, water saturation status, and stress loading method (i.e., continuous loading or cyclic loading and unloading), on the compressive deformation of crushed sandstone was analyzed from four perspectives including stress-strain, bulking coefficient, deformation mechanism and energy dissipation. The results indicate that the stress-strain relations of crushed sandstone are closely associated with all factors considered, and are well represented by exponential functions. The strain observed for a given applied stress increased with increasing crushed rock grade throughout the loading period. Crushed sandstone grades were combined according to a grading index (n), where the proportion of large-grade rocks in the sample increased with increasing n. The bearing capacity of a water-saturated crushed sandstone sample with n = 0.2 was less than that of an equivalent dry sample for a given applied stress. The stress-strain curve of a water-saturated crushed sandstone sample with n = 0.2 under cyclic loading and unloading was similar to that obtained under continuous loading. Observation and discovery, the deformation mechanism of crushed sandstone was mainly divided into four stages, including crushing, rupture, corner detachment and corner wear. And 20% of the work done by testing machine is used for friction between the crushed sandstone with the inner wall of the test chamber, and 80% is used for the closing of the void between the crushed sandstone, friction sliding, crushing damage.
Rocznik
Strony
129--146
Opis fizyczny
Bibliogr. 40 poz., rys., tab., wykr.
Twórcy
autor
  • Shandong University of Science and Technology, State Key Laboratory of Mining Disaster Prevention and Control, Qingdao 266590, China
  • Mining Engineering National Experimental Teaching Demonstration Center, Qingdao 266590, China
autor
  • Shandong University of Science and Technology, State Key Laboratory of Mining Disaster Prevention and Control, Qingdao 266590, China
  • Mining Engineering National Experimental Teaching Demonstration Center, Qingdao 266590, China
autor
  • Shandong University of Science and Technology, State Key Laboratory of Mining Disaster Prevention and Control, Qingdao 266590, China
  • Mining Engineering National Experimental Teaching Demonstration Center, Qingdao 266590, China
autor
  • Shandong University of Science and Technology, State Key Laboratory of Mining Disaster Prevention and Control, Qingdao 266590, China
  • Mining Engineering National Experimental Teaching Demonstration Center, Qingdao 266590, China
autor
  • Shandong University of Science and Technology, State Key Laboratory of Mining Disaster Prevention and Control, Qingdao 266590, China
  • Mining Engineering National Experimental Teaching Demonstration Center, Qingdao 266590, China
Bibliografia
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  • [36] Yu B.Y., Chen Z.Q., Wu J.Y., Li Q., Ding Q.L., 2016. Experimental Study of Compaction and Fractal Properties of Grain Size Distribution of Saturated Crushed Mudstone with Different Gradations. Rock & Soil Mechanics 37 (7), 1887-1894.
  • [37] Yu B.Y., Chen Z.Q., Dai Y.W., Xu M.M., Wei J.J., 2018. Particle Size Distribution and Energy Dissipation of Saturated Crushed Sandstone Under Compaction. Journal of Mining & Safety Engineering 35 (1), 197-204.
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a5d4d4a6-092c-4858-8625-a3f294fa76af
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