Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (10): 3724-3732.doi: 10.16285/j.rsm.2018.1305

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanical properties and damage-softening constitutive model of backfill with different osmotic pressures

ZHOU Ke-ping, LIU Wei, ZHOU Yan-long, LIN Yun, XUE Ke   

  1. School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
  • Received:2018-07-19 Online:2019-10-11 Published:2019-10-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51774323) and the Fundamental Research Funds for the Central Universities of Central South University (2018zzts073).

Abstract: The uniaxial compression mechanics test was carried out by simulating the osmotic pressure generated by the centrifugal test. The influence of the penetrating force on the mechanical properties of the filling body was studied, and the deformation characteristics of the filling body sample were discussed with the change of the osmotic pressure. The results show that as the penetration force increases, the interval of the stress-strain curve of the sample decreases first and then increases, the interval of the elastic phase shrinks, and the yield stage is not obvious. From low osmotic pressure to high osmotic pressure in the test process, the failure mode of the sample is successively characterized by tensile failure and shear failure, the number of cracks generated increases, and the morphology tends to be more complicated. On the basis of the mechanical test, a damage-softening constitutive model of the filling specimens with different osmotic pressures is established, considering the stress-strain relationship of the specimen in the compaction stage. The verification results show that the theoretical curve and the experimental curve are highly consistent. The model is suitable for analyzing the uniaxial compression mechanics of filling bodies with different osmotic pressures. The study provides a reference for the development of supergravity centrifugal simulation and underground seepage experiments.

Key words: filling body, centrifugal simulation, osmotic pressure, mechanical properties, constitutive model

CLC Number: 

  • TU 411
[1] MENG Qing-bin, WANG Jie, HAN Li-jun, SUN Wen, QIAO Wei-guo, WANG Gang, . Physical and mechanical properties and constitutive model of very weakly cemented rock [J]. Rock and Soil Mechanics, 2020, 41(S1): 19-29.
[2] XI Bao-ping, WU Yang-chun, WANG Shuai, XIONG Gui-ming, ZHAO Yang-sheng, . Evolution of mechanical properties of granite under thermal shock in water with different cooling temperatures [J]. Rock and Soil Mechanics, 2020, 41(S1): 83-94.
[3] WANG Xiang-nan, HAO Qing-shuo, YU Jia-lin, YU Yu-zhen, LÜ He, . Three-dimensional simulation of the separation of dam panel based on extended finite element method [J]. Rock and Soil Mechanics, 2020, 41(S1): 329-336.
[4] GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188.
[5] ZHU Jian-feng, XU Ri-qing, LUO Zhan-you, PAN Bin-jie, RAO Chun-yi, . A nonlinear constitutive model for soft clay stabilized by magnesia cement considering the effect of solidified agent content [J]. Rock and Soil Mechanics, 2020, 41(7): 2224-2232.
[6] ZHAO Yi-qing, WU Chang-gui, JIN Ai-bing, SUN Hao, . Experimental study of sandstone microstructure and mechanical properties under high temperature [J]. Rock and Soil Mechanics, 2020, 41(7): 2233-2240.
[7] JIANG Chang-bao, WEI Cai, DUAN Min-ke, CHEN Yu-fei, YU Tang, LI Zheng-ke, . Hysteresis effect and damping characteristics of shale under saturated and natural state [J]. Rock and Soil Mechanics, 2020, 41(6): 1799-1808.
[8] MENG Qing-bin, QIAN Wei, HAN Li-jun, YU Li-yuan, WANG Cong-kai, ZHOU Xing. Experimental study on formation mechanism and mechanical properties of regenerated structure of very weak cemented rock mass [J]. Rock and Soil Mechanics, 2020, 41(3): 799-812.
[9] TIAN Wei, WANG Zhen, ZHANG Li, YU Chen. Mechanical properties of 3D printed rock samples subjected to high temperature treatment [J]. Rock and Soil Mechanics, 2020, 41(3): 961-969.
[10] 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.
[11] DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534.
[12] LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560.
[13] 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.
[14] HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90.
[15] LIU Bo, MA Yong-jun, SHENG Hai-long, CHANG Ya-ru, YU Jun-jie, JIA Shuai-long, . Experiments on mechanical properties of Cretaceous red sandstone after freeze-thaw process [J]. Rock and Soil Mechanics, 2019, 40(S1): 161-171.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!