Experimental and Numerical Investigation on Failure Characteristics of High-Temperature Granite Subjected to Impact Loads

被引:0
|
作者
Dai, Xianwei [1 ,2 ]
Huang, Tao [3 ]
Wang, Jiawei [3 ]
Xuan, Lingchao [4 ]
Liu, Xu [3 ]
机构
[1] Chengdu Univ Technol, State Key Lab Oil & Gas Reservoir Geol & Exploitat, Chengdu, Peoples R China
[2] China Univ Petr, Natl Key Lab Petr Resources & Engn, Beijing 102249, Peoples R China
[3] Chengdu Univ Technol, Coll Energy, Chengdu, Peoples R China
[4] Sinopec Res Inst Petr Engn, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
High temperature; Percussive drilling; Rock breaking; Tensile damage; HOT DRY ROCK; STIMULATION; BIT;
D O I
10.1007/s00603-024-04374-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The exploration of hot dry rock is hindered by the high temperature, considerable strength, and strong abrasiveness of rocks. Field tests have demonstrated that percussive drilling is an efficient rock breaking method. However, failure mechanisms of high-temperature rocks under dynamic loads remain unclear, thus limiting the further optimization of drilling parameters. In addition, previous studies primarily focus on the failure of rocks at the well bottom while neglecting the damage to the wellbore. In this research, a series of experiments and simulations are performed to study rock failure characteristics. The variations in stress waves and 3D topography of penetration pits are monitored. Furthermore, the evolution of compressive and tensile damage is calculated, thus revealing rock failure mechanisms under different conditions. Based on the results, penetration pits with relatively regular shapes are observed at low temperatures (< 200 degrees C) and small impact velocities (< 5 m/s). At these conditions, rock failure predominantly occurs at the well bottom. With the further increase in rock temperature and impact velocity, cracks initiate from penetration pits and propagate towards the rock boundary, indicating the failure of the wellbore. This could decrease the fracturing pressure and improve the permeability of the rock near the wellbore. Meanwhile, increasing the forward rake angle similarly affects rock failure characteristics. Beyond 20 degrees, the induced horizontal force aggravates rock damage and facilitates the propagation of cracks. Simulation results demonstrate that tensile damage plays a primary role in the generation of cracks, while compression damage spreads around penetration pits, leading to the existence of dense core and larger volume of penetration pits. The results of this study provide an in-depth understanding of rock failure mechanisms and offer insights for optimizing impact parameters.
引用
收藏
页码:4809 / 4826
页数:18
相关论文
共 50 条
  • [21] Experimental study on the nonlinear flow characteristics of fractured granite after high-temperature cycling
    Tao Li
    Qiang Zhang
    Qian Yin
    Wanli Dai
    Jiayu Gu
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2023, 9
  • [22] An experimental study on tensile characteristics of granite rocks exposed to different high-temperature treatments
    Kumari, W. G. P.
    Beaumont, D. M.
    Ranjith, P. G.
    Perera, M. S. A.
    Isaka, B. L. Avanthi
    Khandelwal, M.
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2019, 5 (01) : 47 - 64
  • [23] An experimental study on tensile characteristics of granite rocks exposed to different high-temperature treatments
    W. G. P. Kumari
    D. M. Beaumont
    P. G. Ranjith
    M. S. A. Perera
    B. L. Avanthi Isaka
    M. Khandelwal
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2019, 5 : 47 - 64
  • [24] Experimental and numerical investigation on circular footing subjected to incremental cyclic loads
    Tafreshi, S. N. Moghaddas
    Mehrjardi, Gh. Tavakoli
    Ahmadi, M.
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2011, 9 (04) : 265 - 274
  • [25] Experimental and Numerical Investigation of High-Temperature Multi-Axial Fatigue
    Babu, Harish Ramesh
    Boecker, Marco
    Raddatz, Mario
    Henkel, Sebastian
    Biermann, Horst
    Gampe, Uwe
    JOURNAL OF ENGINEERING FOR GAS TURBINES AND POWER-TRANSACTIONS OF THE ASME, 2022, 144 (04):
  • [26] EXPERIMENTAL AND NUMERICAL INVESTIGATION OF HIGH-TEMPERATURE MULTI-AXIAL FATIGUE
    Babu, Harish Ramesh
    Boecker, Marco
    Raddatz, Mario
    Henkel, Sebastian
    Biermann, Horst
    Gampe, Uwe
    PROCEEDINGS OF ASME TURBO EXPO 2021: TURBOMACHINERY TECHNICAL CONFERENCE AND EXPOSITION, VOL 9B, 2021,
  • [27] Experimental research into the dynamic damage characteristics and failure behavior of rock subjected to incremental repeated impact loads
    Zhang, Li
    Wang, Enyuan
    Liu, Yubing
    Yue, Weitao
    Chen, Dong
    ENGINEERING GEOLOGY, 2024, 331
  • [28] Experimental and numerical study on mechanical behaviors of granite subjected to impact shear force
    Yuan Wei
    Li Jian-Chun
    Li Xing
    ROCK AND SOIL MECHANICS, 2024, 45 (06) : 1675 - 1685
  • [29] Experimental investigation on macroscopic fracture and microstructural evolution of granite under high-temperature steam action
    Wang, Lei
    Yang, Dong
    Kang, Zhiqin
    Zhao, Yangsheng
    Zhang, Xueyao
    APPLIED THERMAL ENGINEERING, 2024, 250
  • [30] Laboratory Investigation of Granite Permeability after High-Temperature Exposure
    He, Lixin
    Yin, Qian
    Jing, Hongwen
    PROCESSES, 2018, 6 (04):