An Experimental and Numerical Study of Diorite-Porphyrites With Different Weathered Degree in the Direct Shear Test

被引:5
|
作者
Fan, Haotian [1 ]
Sun, Shaorui [1 ]
Le, Huilin [1 ]
Zhu, Feng [1 ]
Wang, Wuchao [1 ]
Liu, Yong [1 ]
Wang, Jin [1 ]
机构
[1] Hohai Univ, Coll Earth Sci & Engn, Nanjing, Peoples R China
基金
中国国家自然科学基金;
关键词
diorite-porphyrite; degree of weathering; direct shear tests; strength properties; numerical simulation; UNIAXIAL COMPRESSION; STRENGTH PARAMETERS; STABILITY ANALYSIS; ROCK; MODEL; MECHANISMS;
D O I
10.3389/feart.2019.00352
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
There are many well-developed weathered diorite-porphyrites, except main rocks, in the Jurong pumped storage power station of Jiangsu Province, China. Due to different geological environments, diorite-porphyrites emerged by invading faults and can alter from weakly weathered to strongly weathered in less than half a year, which directly affected the safety and stability of hydraulic structures. Therefore, it is important to study the mechanical properties of diorite-porphyrites with different degrees of weathering. The main purpose of this paper is to investigate the effects of the different degrees of weathering on the shear behavior and the mechanical properties of diorite-porphyrites. Experimental and numerical direct shear tests were performed under normal stresses of 0.54, 0.77, 1.53, and 2.30 MPa on strongly weathered, moderately weathered, and weakly weathered samples, respectively. The test results show that with the increase of the degree of weathering, the chemical composition changed; the cohesion and the internal friction angle both decreased. Crack initiation, propagation, and coalescence were all observed with the numerical simulations using two-dimensional particle flow code (PFC2D). The numerical results are in good agreement with the experimental results, and this numerical approach can reproduce the shear behavior of the weathered diorite-porphyrites under different shear conditions. Based on the gradient of the pre-peak stage, the peak stress, and the residual stress, the shear stress-displacement curves can be categorized into three types: type A (mostly for the strongly weathered diorite-porphyrite), type B (mostly for the moderately weathered diorite-porphyrite), and type C (mostly for the weakly weathered diorite-porphyrite). A set of microparameters that can properly simulate the weathered diorite-porphyrites in PFC2D was proposed, which can be applied in the engineering simulation for further analysis.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Numerical simulation of direct shear test using elliptical particles
    Naeij, Morteza
    Mirghasemi, Ali Aaghar
    Springer Series in Geomechanics and Geoengineering, 2013, : 441 - 450
  • [22] Numerical simulation and test validation for direct shear properties of rough joints under different contact states
    Song, Yinglong
    Xia, Caichu
    Tang, Zhicheng
    Song, Yingjie
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2013, 32 (10): : 2028 - 2035
  • [23] Comparison of laboratory direct shear test results with the numerical analysis
    Royo, J. M.
    Melentijevic, S.
    NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, VOL 1, 2014, : 199 - 204
  • [24] A Comparative Numerical Study on Soil–Geosynthetic Interactions Using Large Scale Direct Shear Test and Pullout Test
    Hegde A.
    Roy R.
    International Journal of Geosynthetics and Ground Engineering, 2018, 4 (1)
  • [25] Experimental study of compression and direct shear combined test of fresh municipal solid waste
    Zhang Zhen-ying
    Yan Li-jun
    Wu Da-zhi
    ROCK AND SOIL MECHANICS, 2014, 35 (11) : 3049 - 3055
  • [26] Experimental study of compression and direct shear combined test of fresh municipal solid waste
    Zhang, Zhen-Ying
    Yan, Li-Jun
    Wu, Da-Zhi
    Yantu Lixue/Rock and Soil Mechanics, 2014, 35 (11): : 3049 - 3055
  • [27] Experimental Study on Shear Strength of Expansive Soil Improved by Lime - Weathered Sand
    Huang, Mengyun
    Xiong, Junlai
    Tang, Jibing
    Long, Chi
    ADVANCED RESEARCH IN MATERIAL SCIENCE AND MECHANICAL ENGINEERING, PTS 1 AND 2, 2014, 446-447 : 1441 - 1447
  • [28] EFFECT.OF PARTICLE SIZE AND SHAPE CHARACTERISTICS ON BALLAST SHEAR STRENGTH: A NUMERICAL STUDY USING THE DIRECT SHEAR TEST
    Mishra, Debakanta
    Mahmud, S. M. Naziur
    PROCEEDINGS OF THE ASME JOINT RAIL CONFERENCE, 2017, 2017,
  • [29] Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load
    Fan, Xiang
    Li, Kaihui
    Lai, Hongpeng
    Zhao, Qihua
    Sun, Zhenhua
    ADVANCES IN CIVIL ENGINEERING, 2018, 2018
  • [30] Numerical investigation of asperity degradation in the direct shear test of rock joints
    Bahaaddini, M.
    Hagan, P.
    Mitra, R.
    Hebblewhite, B. K.
    ROCK MECHANICS FOR RESOURCES, ENERGY AND ENVIRONMENT, 2013, : 391 - 397