Top

Bulletin of Engineering Geology and the Environment

Published in:

01-06-2022 | Original Paper

An improved nonlinear creep damage model of slates considering freeze–thaw damage and bedding damage

Authors: Xiurong Yang, Annan Jiang

Published in: Bulletin of Engineering Geology and the Environment | Issue 6/2022

Activate our intelligent search to find suitable subject content or patents.

search-config

AI-assisted search

Off

Abstract

To study the creep behavior of bedding slates after freezing and thawing, the RLW-2000 rock creep triaxial instrument was used to carry out the creep test, and the creep curves of slate under different bedding angles and different freeze–thaw cycles were obtained. Then, based on the slate creep test results and the fractional-order theory, a new nonlinear creep damage model considering freeze–thaw damage and bedding damage was proposed. The creep damage model can not only describe the changes in the three creep stages (primary creep, steady-state creep, and accelerated creep) but also reflect the influence of freeze–thaw and bedding coupling damage on creep characteristics. The mathematical optimization analysis software 1stOpt was used to identify the parameters of the nonlinear creep damage model. Finally, the influence of stress level and bedding angle on creep parameters was analyzed, and the creep characteristic parameters in the creep damage model were sensitively analyzed. The consistency between the test data and the predicted results showed that the nonlinear creep damage model proposed in this study can accurately reflect the creep behavior of rock with freeze–thaw and bedding-damaged.

previous article Seismic site response analysis of Indo-Bangla railway site at Agartala incorporating site-specific dynamic soil properties

next article Volumetric and hydraulic behaviour of compacted natural clay–sand mixtures during wet–dry cycles

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Al-Omari A, Beck K, Brunetaud X, Toeroek A, Al-Mukhtar M (2015) Critical degree of saturation: A control factor of freeze-thaw damage of porous limestones at Castle of Chambord. France Engineering Geology 185(5):71–80CrossRef

Bai Y, Shan R, Han T, Dou H, Liu Z (2021) Study on triaxial creep behavior and the damage constitutive model of red sandstone containing a single ice-filled flaw. Int J Damage Mech 30(3):349–373CrossRef

Boukharov GN, Chanda MW, Boukharov NG (1995) The three processes of brittle crystalline rock creep. Int J Rock Mech Min Sci Geomech Abstr 32(4):325–335CrossRef

Chen C, Xu T, Heap MJ, Baud P (2018) Influence of unloading and loading stress cycles on the creep behavior of Darley Dale Sandstone. Int J Rock Mech Min Sci 112(12):55–63CrossRef

Cong L, Hu X (2017) Triaxial rheological property of sandstone under low confining pressure. Eng Geol 231(12):45–55CrossRef

Cornet JS, Dabrowski M (2018) Nonlinear Viscoelastic Closure of Salt Cavities. Rock Mech Rock Eng 51(10):3091–3109CrossRef

Damjanac B, Fairhurst C (2010) Evidence for a Long-Term Strength Threshold in Crystalline Rock. Rock Mech Rock Eng 43:513–531CrossRef

Feng W, Qiao C, Niu S, Yang Z, Wang T (2020) An improved nonlinear damage model of rocks considering initial damage and damage evolution. Int J Damage Mech 29(7):1117–1137CrossRef

Fu H, Zhang J, Huang Z, Shi Y, Chen W (2018) A statistical model for predicting the triaxial compressive strength of transversely isotropic rocks subjected to freeze-thaw cycling. Cold Reg Sci Technol 145(1):237–248CrossRef

Ghobadi MH, Babazadeh R (2015) Experimental Studies on the Effects of Cyclic Freezing-Thawing, Salt Crystallization, and Thermal Shock on the Physical and Mechanical Characteristics of Selected Sandstones. Rock Mech Rock Eng 48(3):1001–1016CrossRef

Gökçe MV, İnce İ, Fener M, Taşkıran T, Kayabali K (2016) The effects of freeze–thaw (F–T) cycles on the Gödene travertine sed in historical structures in Konya (Turkey). Cold Reg Sci Technol 127(7):65–75CrossRef

Gutiérrez-Ch JG, Senent S, Estebanez E, Jimenez R (2021) Discrete element modelling of rock creep behaviour using rate process theory. Can Geotech J 58(8):1231–1246CrossRef

Hale PA, Shakoor A (2003) A Laboratory Investigation of the Effects of Cyclic Heating and Cooling, Wetting and Drying, and Freezing and Thawing on the Compressive Strength of Selected Sandstones. Environ Eng Geosci 9(2):117–130CrossRef

Hou R, Kai Z, Jing T, Xue X, Chen Y (2018) A nonlinear creep damage coupled model for rock considering the effect of initial damage. Rock Mech Rock Eng 52(2):1–11

Hu B, Yang SQ, Xu P, Cheng JL (2019) Cyclic loading–unloading creep behavior of composite layered specimens. Acta Geophys 67(2):449–464CrossRef

Jamshidi A, Nikudel MR, Khamehchiyan M (2016) Evaluation of the durability of Gerdoee travertine after freeze–thaw cycles in fresh water and sodium sulfate solution by decay function models. Eng Geol 202(3):36–43CrossRef

Jia H, Ding S, Wang Y, Zi F, Sun Q, Yang G (2019) An NMR-based investigation of pore water freezing process in sandstone. Cold Reg Sci Technol 168(12):102893CrossRef

Jin H (2010) Design and construction of a large-diameter crude oil pipeline in Northeastern China A special issue on permafrost pipeline. Cold Reg Sci Technol 64(3):209–212CrossRef

Kabwe E, Karakus M, Chanda EK (2020) Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule. Comput Geotech 124(8):103629CrossRef

Kawamura S, Miura S (2013) Rainfall-induced failures of volcanic slopes subjected to freezing and thawing. Soils Found 53(3):443–461CrossRef

Khanlari G, Sahamieh RZ, Abdilor Y (2015) The effect of freeze–thaw cycles on physical and mechanical properties of Upper Red Formation sandstones, central part of Iran. Arab J Geosci 8(8):5991–6001CrossRef

Kilbas AA, Srivastava HM, Trujillo JJ, Van Mill J (2006) Theory and applications of fractional differential equations. Elsevier Science B.V, Amsterdam

Knutsson R, Viklander P, Knutsson S, Laue J (2018) How to avoid permafrost while depositing tailings in cold climate. Cold Reg Sci Technol 153(9):86–96CrossRef

Kodama J, Mitsui Y, Fukuda D (2019) Time-dependence of mechanical behavior of Shikotsu welded tuff at sub-zero temperatures. Cold Reg Sci Technol 168(12):102868CrossRef

Kuhn MR, Mitchell JK (1992) Modelling of soil creep with the discrete element method. Eng Comput 9(2):277–287CrossRef

Landel RF, Nielsen LE (1993) Mechanical Properties of Polymers and Composites. Marcel Dekker, New YorkCrossRef

Lee YK, Pietruszczak S (2008) Application of critical plane approach to the prediction of strength anisotropy in transversely isotropic rock masses. Int J Rock Mech Min Sci 45(4):513–523CrossRef

Liu J, Jing H, Meng B, Wang L, Zhang X (2020) A four-element fractional creep model of weakly cemented soft rock. Bull Eng Geol Env 79(10):5569–5584CrossRef

Ma JZ, Zhang J, Huang HW, Zhang LL, Huang JS (2017) Identification of representative slip surfaces for reliability analysis of soil slopes based on shear strength reduction. Comput Geotech 85(5):199–206CrossRef

Mao HJ, Yang CH, Liu J, Wang XC (2006) Testing study and modeling analysis of creep behavior of slates. Chin J Rock Mech Eng 25(6):1204–1209

Main IG (2010) A damage mechanics model for power-law creep and earthquake aftershock and foreshock sequences. Geophys J Roy Astron Soc 142(1):151–161CrossRef

Ngwenya BT, Main IG, Elphick SC, Crawford BR, Smart B (2001) A constitutive law for low-temperature creep of water-saturated sandstones. Journal of Geophysical Research Solid Earth 106(B10):21811–21826CrossRef

Rassouli FS, Zoback M (2018) Comparison of Short-Term and Long-Term Creep Experiments in Shales and Carbonates from Unconventional Gas Reservoirs. Rock Mech Rock Eng 51(7):1995–2014CrossRef

Shi Y, FU H, Wu Y, Deng H (2020) Study on damage constitutive model of layered rock under uniaxial compression. Journal of Huazhong University of Science and Technology (natural Science Edition) 48(09):126–132

Sun Y, Zhai C, Xu J, Cong Y, Qin L, Zhao C (2020) Characterisation and evolution of the full size range of pores and fractures in rocks under freeze-thaw conditions using nuclear magnetic resonance and three-dimensional X-ray microscopy. Eng Geol 271(6):105616CrossRef

Wang D, Chen G, Jian D, Zhu J, Lin Z (2021) Shear creep behavior of red sandstone after freeze-thaw cycles considering different temperature ranges. Bull Eng Geol Env 80(3):2349–2366CrossRef

Wang J, Zhang Q, Song Z, Zhang Y (2019) Creep properties and damage constitutive model of salt rock under uniaxial compression. Int J Damage Mech 29(6):902–922CrossRef

Wang P, Xu J, Liu S, Wang H, Liu S (2016) Static and dynamic mechanical properties of sedimentary rock after freeze-thaw or thermal shock weathering. Eng Geol 210(4):148–157CrossRef

Yang X, Jiang A, Li M (2019) Experimental investigation of the time-dependent behavior of quartz sandstone and quartzite under the combined effects of chemical erosion and freeze–thaw cycles. Cold Reg Sci Technol 161(5):51–62CrossRef

Yang X, Jiang A, Zhang F (2021) Research on creep characteristics and variable parameter-based creep damage constitutive model of gneiss subjected to freeze–thaw cycles. Environmental Earth Sciences 80(1):7–15CrossRef

Yang Y, Lai Y, Li J (2010) Laboratory investigation on the strength characteristic of frozen sand considering effect of confining pressure. Cold Reg Sci Technol 60(3):245–250CrossRef

Yavuz H (2011) Effect of freeze-thaw and thermal shock weathering on the physical and mechanical properties of an andesite stone. Bull Eng Geol Env 70(2):187–192CrossRef

Yin D, Wu H, Cheng C, Chen Y (2013) Fractional order constitutive model of geomaterials under thecondition of triaxial test. Int J Numer Anal Meth Geomech 37(8):961–972CrossRef

Zhang Q, Yang W, Zhang J, Yang C (2009) Variable parameters-based creep damage constitutive model and its engineering application. Chin J Rock Mech Eng 28(4):732–739

Zhang Y, Shao J, Xu W, Jia Y (2016) Time-Dependent Behavior of Cataclastic Rocks in a Multi-Loading Triaxial Creep Test. Rock Mech Rock Eng 49(9):3793–3803CrossRef

Zhang C, Zou P, Wang Y (2020a) An elasto-visco-plastic model based on stress functions for deformation and damage of water-saturated rocks during the freeze-thaw process. Constr Build Mater 250(8):402–411

Zhang H, Meng X, Yang G (2020b) A study on mechanical properties and damage model of rock subjected to freeze-thaw cycles and confining pressure. Cold Reg Sci Technol 174(6):103056CrossRef

Zhang H, Min C, Xiangrui Q (2021) Constitutive model of rock mass considering initial joint damage. Mining Research and Development 41(10):73–78

Zhang J, Fu H, Huang Z, Wu Y, Chen W, Shi Y (2019a) Experimental study on the tensile strength and failure characteristics of transversely isotropic rocks after freeze-thaw cycles. Cold Reg Sci Technol 163(7):68–77CrossRef

Zhang X, Ou X, Gong F, Yang J (2019b) Effects of Bedding on The Dynamic Compressive Properties of Low Anisotropy Slate. Rock Mech Rock Eng 52(4):981–990CrossRef

Zhou HW, Wang CP, Han BB, Duan ZQ (2011) A creep constitutive model for salt rock based on fractional derivatives. Int J Rock Mech Min Sci 48(1):116–121CrossRef

Title: An improved nonlinear creep damage model of slates considering freeze–thaw damage and bedding damage
Authors: Xiurong Yang
Annan Jiang
Publication date: 01-06-2022
Publisher: Springer Berlin Heidelberg
Published in: Bulletin of Engineering Geology and the Environment / Issue 6/2022
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-022-02740-w

Springer Professional

Abstract

Please log in to get access to your license.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Springer Professional "Wirtschaft+Technik"

Other articles of this Issue 6/2022

Volumetric and hydraulic behaviour of compacted natural clay–sand mixtures during wet–dry cycles

Hydraulic properties of ignimbrites: matrix and fracture permeabilities in two pyroclastic flow deposits from Cimino-Vico volcanoes (Italy)

Large-scale model test for studying the water inrush during tunnel excavation in fault

Shear behavior of sliding zone soil of loess landslides via ring shear tests in the South Jingyang Plateau

Experimental study on failure mechanism and geometric parameters of blasting crater under uniaxial static compressive stresses

Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition