土木与建筑工程 |
|
|
|
|
粗糙节理的改进形貌表征方法及采样点距效应 |
陈曦( ),曾亚武*( ) |
武汉大学 土木建筑工程学院, 湖北 武汉 430071 |
|
Improved morphology characterization method and sampling effect of rough rock joint |
Xi CHEN( ),Ya-wu ZENG*( ) |
School of Civil Engineering, Wuhan University, Wuhan 430071, China |
1 |
LI Y, TANG C, LI D, et al A new shear strength criterion of three-dimensional rock joints[J]. Rock Mechanics and Rock Engineering, 2020, 53 (3): 1477- 1483
doi: 10.1007/s00603-019-01976-5
|
2 |
TIAN Y, LIU Q, LIU D, et al. Updates to Grasselli′s peak shear strength model[J]. Rock Mechanics and Rock Engineering, 2018, 51(7): 2115−2133.
|
3 |
BARTON N, CHOUBEY V. The shear strength of rock joints in theory and practice[J]. Rock Mechanics and Rock Engineering, 1977, 10(1): 1−54.
|
4 |
葛云峰, 唐辉明, 黄磊, 等. 岩体结构面三维粗糙度系数表征新方法[J]. 岩石力学与工程学报, 2012, 31(12): 2508−2517. GE Yun-feng, TANG Hui-ming, HUANG Lei, et al. A new representation method for three-dimensional joint roughness coefficient of rock mass discontinuities[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2508−2517.
|
5 |
LIU X, ZHU W, YU Q, et al. Estimating the joint roughness coefficient of rock joints from translational overlapping statistical parameters[J]. Rock Mechanics and Rock Engineering, 2018, 52(3): 753−769.
|
6 |
ZHANG G, KARAKUS M, TANG H, et al. A new method estimating the 2D joint roughness coefficient for discontinuity surfaces in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 72: 191−198.
|
7 |
TATONE BSA, GRASSELLI G A new 2D discontinuity roughness parameter and its correlation with JRC[J]. International Journal of Rock Mechanics and Mining Sciences, 2010, 47: 1391- 1400
doi: 10.1016/j.ijrmms.2010.06.006
|
8 |
班力壬, 戚承志, 燕发源, 等. 岩石节理粗糙度新指标及新的JRC确定方法[J]. 煤炭学报, 2019, 44(4): 1059−1065. BAN Li-ren, QI Cheng-zhi, YAN Fa-yuan, et al. A new method for determining the JRC with new roughness parameters[J]. Journal of China Coal Society, 2019, 44(4): 1059−1065.
|
9 |
BELEM T, HOMAND-ETIENNE F, SOULEY M. Quantitative parameters for rock joint surface roughness[J]. Rock Mechanics and Rock Engineering, 2000, 33(4): 217−242.
|
10 |
唐志成, 黄润秋, 张建明, 等. 含坡度均方根的节理峰值剪切强度经验公式[J]. 岩土力学, 2015, 36(12): 3433−3438. TANG Zhi-cheng, HUANG Run-qiu, ZHANG Jian-ming, et al. Empirical peak shear strength criterion for rock joints based on slope root-mean-square[J]. Rock and Soil Mechanics, 2015, 36(12): 3433 −3438.
|
11 |
EL-SOUDANI S M. Profilometric analysis of fractures[J]. Metallography, 1978, 11(3): 247−336.
|
12 |
CHEN S J, ZHU W C, YU Q L, et al Characterization of anisotropy of joint surface roughness and aperture by variogram approach based on digital image processing technique[J]. Rock Mechanics and Rock Engineering, 2016, 49 (3): 855- 876
doi: 10.1007/s00603-015-0795-x
|
13 |
GRASSELLI G, WIRTH J, EGGER P. Quantitative three-dimensional description of a rough surface and parameter evolution with shearing[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(6): 789−800.
|
14 |
GRASSELLI G. Shear strength of rock joints based on quantified surface description[D]. Zurich: Swiss Federal Institute of Technology, 2001.
|
15 |
GRASSELLI G. Manuel Rocha medal recipient shear strength of rock joints based on quantified surface description[J]. Rock Mechanics and Rock Engineering, 2006, 39(4): 295−314.
|
16 |
TANG Z C, JIAO Y Y, WONG L N Y, et al. Choosing appropriate parameters for developing empirical shear strength criterion of rock joint: review and new insights[J]. Rock Mechanics and Rock Engineering, 2016, 49(11): 4479−4490.
|
17 |
唐志成, 刘泉声, 夏才初, 等 . 确定岩石节理Maksimovic峰值抗剪强度准则中“粗糙度角Δφ”的新方法[J]. 岩土力学, 2014, 35(2): 551−555. TANG Zhi-cheng, LIU Quan-sheng, XIA Cai-chu, et al. A new method for calculating roughness angle Δφ in Maksimovic peak shear strength criterion of rock joints[J]. Rock and Soil Mechanics, 2014, 35(2): 551−555.
|
18 |
唐志成, 刘泉声, 夏才初. 节理三维形貌参数的采样效应与峰值抗剪强度准则[J]. 中南大学学报: 自然科学版, 2015, 46(7): 2524−2531. TANG Zhi-cheng, LIU Quan-sheng, XIA Cai-chu. Investigation of three-dimensional roughness scale-dependency and peak shear strength criterion[J]. Journal of Central South University: Science and Technology, 2015, 46(7): 2524−2531.
|
19 |
唐志成, 夏才初, 宋英龙, 等. Grasselli节理峰值抗剪强度公式再探[J]. 岩石力学与工程学报, 2012, 31(2): 356−364. TANG Zhi-cheng, XIA Cai-chu, SONG Ying-long, et al. Discussion about Grasselli's peak shear strength criterion for rock joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2): 356−364.
|
20 |
XIA C C, TANG Z C, XIAO W M, et al New peak shear strength criterion of rock joints based on quantified surface description[J]. Rock Mechanics and Rock Engineering, 2014, 47 (2): 387- 400
doi: 10.1007/s00603-013-0395-6
|
21 |
YANG J, RONG G, HOU D, et al Experimental study on peak shear strength criterion for rock joints[J]. Rock Mechanics and Rock Engineering, 2016, 49 (3): 821- 835
doi: 10.1007/s00603-015-0791-1
|
22 |
SINGH H K, BASU A Evaluation of existing criteria in estimating shear strength of natural rock discontinuities[J]. Engineering Geology, 2018, 232: 171- 181
doi: 10.1016/j.enggeo.2017.11.023
|
23 |
葛云峰, 唐辉明, 王亮清, 等 天然岩体结构面粗糙度各向异性、尺寸效应、间距效应研究[J]. 岩土工程学报, 2016, 38 (1): 170- 179 GE Yun-feng, TANG Hui-ming, WANG Liang-qing, et al Anisotropy, scale and interval effects of natural rock discontinuity surface roughness[J]. Chinese Journal of Geotechnical Engineering, 2016, 38 (1): 170- 179
doi: 10.11779/CJGE201601019
|
24 |
TATONE B S, GRASSELLI G. A method to evaluate the three-dimensional roughness of fracture surfaces in brittle geomaterials[J]. Review of Scientific Instruments, 2009, 80(12): 125110.
|
25 |
班力壬, 戚承志, 单仁亮, 等 一种新的表征岩石节理粗糙度指标系统[J]. 煤炭学报, 2018, 43 (12): 3356-3363 BAN Li-ren, QI Cheng-zhi, SHAN Ren-liang, et al A new 3D roughness parameter system for rock joint[J]. Journal of China Coal Society, 2018, 43 (12): 3356-3363
|
26 |
BAN L, DU W, QI C A peak dilation angle model considering the real contact area for rock joints[J]. Rock Mechanics and Rock Engineering, 2020, 53: 4909- 4923
doi: 10.1007/s00603-020-02193-1
|
27 |
班力壬, 戚承志, 李晓照, 等. 考虑真实接触微凸体的岩石节理三维粗糙度指标. 煤炭学报, 2020, 45(12): 4052-4061. BAN Li-ren, QI Cheng-zhi, LI Xiao-zhao, et al. A 3D quantified surface description for rock joint based on the real contact asperities[J]. Journal of China Coal Society, 2020, 45(12): 4052-4061.
|
28 |
LIU Q, TIAN Y, LIU D, et al. Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description[J]. Engineering Geology, 2017, 228: 282−300.
|
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|