Experiment Science and Technology, Volume. 21, Issue 5, 44(2023)

Experimental Study on Size Effect of White Sandstone Mechanical Parameters

Xiaoxuan KONG1,2、* and Chongyang LIU1,2
Author Affiliations
  • 1Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, Wuhan University, Wuhan 430072, China
  • 2School of Civil Engineering, Wuhan University, Wuhan 430072, China
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    References(7)

    [7] ZHAI H, MASOUMI H, ZOORABADI M et al. Size-dependent behaviour of weak intact rocks[J]. Rock Mechanics and Rock Engineering, 53, 3563-3587(2020).

    [8] THURO K, PLINNINGER R J, ZAH S et al. Scale effect in rock strength properties. Part 1: Unconfined compressive test and Brazilian test[C], 169-174(2001).

    [9] MASOUMI H, ROSHAN H, HEDAYAT A et al. Scale-size dependency of intact rock under point-load and indirect tensile Brazilian testing[J]. International Journal of Geomechanics, 18, 04018006(2018).

    [11] TANI K. Scale effect on shear strength of sedimentary soft rocks observed in triaxial compression test (influence of potential joints)[C], 597-598(2001).

    [12] MASOUMI H, SAYDAM S, HAGAN P C. Incorporating scale effect into a multiaxial failure criterion for intact rock[J]. International Journal of Rock Mechanics and Mining Sciences, 83, 49-56(2016).

    [19] DARLINGTON W J, RANJITH P G, CHOI S K. The effect of specimen size on strength and other properties in laboratory testing of rock and rock-like cementitious brittle materials[J]. Rock Mechanics and Rock Engineering, 44, 513-529(2011).

    [20] YOSHINAKA R, OSADA M, PARK H et al. Practical determination of mechanical design parameters of intact rock considering scale effect[J]. Engineering Geology, 96, 173-186(2008).

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    Xiaoxuan KONG, Chongyang LIU. Experimental Study on Size Effect of White Sandstone Mechanical Parameters[J]. Experiment Science and Technology, 2023, 21(5): 44

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    Paper Information

    Category:

    Received: May. 22, 2022

    Accepted: --

    Published Online: Nov. 28, 2023

    The Author Email: Xiaoxuan KONG (kongxiaoxuan@whu.edu.cn)

    DOI:10.12179/1672-4550.20220303

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