›› 2014, Vol. 35 ›› Issue (S2): 162-167.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Fractional nonlinear creep constitutive model of salt rock

WU Fei1, LIU Jian-feng1,2, WU Zhi-de3, BIAN Yu2, ZHOU Zhi-wei2   

  1. 1. Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University, Chengdu 610065, China; 2. College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China; 3. Langfang Branch, China Research Institute of Petroleum Exploration and Development, Langfang, Hebei 065007, China
  • Received:2014-03-20 Online:2014-10-31 Published:2014-11-12

Abstract: On the basis of a non-Newton fluid viscous damping element, fractional nonlinear dashpot element has been presented. Based on the definition of fractional derivatives, a theoretical expression for the element has been obtained. Its expression is consistent with that of the Abel dashpot. Through further comparison, it is found that the element can reflect the nonlinear acceleration characteristic of the creep curve. By introducing the element, new nonlinear creep constitutive model has been established. Based on the data from the creep experiments, fitting analysis has been conducted about the model. The results show that the nonlinear creep constitutive model agrees well with the data from the experiments and can clearly reflect the characteristics of the creep curves of the whole process, especially the nonlinear acceleration creep stage.

Key words: rock, nonlinearity, fractional derivative, Abel dashpot, creep model, accelerating creep

CLC Number: 

  • TU 452
[1] JIN Qing, WANG Yi-lin, CUI Xin-zhuang, WANG Cheng-jun, ZHANG Ke, LIU Zheng-yin, . Deformation behaviour of geobelt in weathered rock material-tire shred lightweight soil under pullout condition [J]. Rock and Soil Mechanics, 2020, 41(2): 408-418.
[2] ZHOU Cui-ying, KONG Ling-hua, CUI Guang-jun, YU Lei, LIU Zhen, . Molding simulation of soft rock based on natural red bed materials [J]. Rock and Soil Mechanics, 2020, 41(2): 419-427.
[3] ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong, SHEN Fa-yi. Experimental and model research on shear creep of granite under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2020, 41(2): 509-519.
[4] ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570.
[5] WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56.
[6] WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94.
[7] ZHANG Yan-bo, SUN Lin, YAO Xu-long, LIANG Peng, TIAN Bao-zhu, LIU Xiang-xin, . Experimental study of time-frequency characteristics of acoustic emission key signals during granite fracture [J]. Rock and Soil Mechanics, 2020, 41(1): 157-165.
[8] LU Hai-feng, MENG Xiang-shuai, YAN Wei, YAO Duo-xi, . Circular sliding solution of mining stability and failure depth of floor layered structure on coal face [J]. Rock and Soil Mechanics, 2020, 41(1): 166-174.
[9] JIANG Zhong-ming, LI Peng, ZHAO Hai-bin, FENG Shu-rong, TANG Dong, . Experimental study on performance of shallow rock cavern for compressed air energy storage [J]. Rock and Soil Mechanics, 2020, 41(1): 235-241.
[10] WENG Yong-hong, ZHANG Lian, XU Tang-jin, HUANG Shu-ling, DING Xiu-li, . Safety evaluation on interaction of new plug structure and surrounding rock mass under high water head [J]. Rock and Soil Mechanics, 2020, 41(1): 242-252.
[11] ZHOU Cui-ying, LIANG Ning, LIU Zhen, . Fractal characteristics of compression failure of red soft rock and cascading failure process [J]. Rock and Soil Mechanics, 2019, 40(S1): 21-31.
[12] ZHU Lei, HUANG Run-qiu, CHEN Guo-qing, YAN Ming, . Mechanical model and evolution of fracture system with a gentle dip angle in rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 53-62.
[13] ZHANG Guo-kai, LI Hai-bo, WANG Ming-yang, LI Xiao-feng, . Crack propagation characteristics in rocks containing single fissure based on acoustic testing and camera technique [J]. Rock and Soil Mechanics, 2019, 40(S1): 63-72.
[14] ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81.
[15] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[2] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[3] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[4] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[5] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[6] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[7] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[8] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[9] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .
[10] HU Hai-jun, JIANG Ming-jing, ZHAO Tao, PENG Jian-bing, LI Hong. Effects of specimen-preparing methods on tensile strength of remolded loess[J]. , 2009, 30(S2): 196 -199 .