Study on shear mechanical properties of structural planes grouted with different materials
LU Haifeng1,2,ZHU Chendong1,LIU Quansheng1,2
(1. School of Civil Engineering,Wuhan University,Wuhan,Hubei 430072,China;2. Key Laboratory of Geotechnical and Structural Safety Engineering of Hubei Province,Wuhan University,Wuhan,Hubei 430072,China)
Abstract:Grouting technology is a common reinforcement method for fractured rock mass. Grouting effect on rock mass is mainly reflected in the influence on mechanical properties of structural planes,and different grouting materials have different reinforcement effects and mechanisms. Taking red sandstone as the research object,the structural plane is made by splitting method,and the cement and the epoxy resin are selected for grouting materials. The direct shear tests under different normal pressures are carried out. The shear test results are compared with those of non grouting structural planes,and the shear mechanical properties are analyzed. The 3D scanner is used to scan the structural planes before and after shearing. Based on the calculation formula of the effective shearing angle and the root mean square slope Z2,the roughness of the structural planes before and after shearing is evaluated by using the analysis software,and the influence of grouting on the three-dimensional morphological characteristics of the structural planes is analyzed. The test results show that grouting can increase the cohesion between the structural planes,and change the three-dimensional morphology of the structural planes,so as to increase the shear strength. It is also shown that the mechanical properties of different grouting materials are different. Epoxy grouting material has a prominent effect on structural plane reinforcement,while cement grouting material has a significant effect at low normal stress level.
卢海峰1,2,朱晨东1,刘泉声1,2. 不同注浆材料作用下结构面剪切力学特性研究[J]. 岩石力学与工程学报, 2021, 40(9): 1803-1811.
LU Haifeng1,2,ZHU Chendong1,LIU Quansheng1,2. Study on shear mechanical properties of structural planes grouted with different materials. , 2021, 40(9): 1803-1811.
GRASSELLI G. Shear strength of rock based on quantified surface description[Ph. D. Thesis][D]. Switzerland:Swiss Federal Institute of Technology,2001.
[3]
KAROL R H. Chemical grouting and soil stabilization[M]. New York:Marcel Dekker,2003:1-60.
[1]
杜嘉宏,王 杰. 注浆技术的发展与展望[J]. 化工矿山技术,1996,25(4):41-47.(DU Jiahong,WANG Jie. Development and prospect of grouting technology[J]. Journal of Chemical Mining Technology,1996,25(4):41-47.(in Chinese))
[11]
CHEN J H,HAGAN P C,SAYDAM S. Shear behaviour of a cement grout tested in the direct shear test[J]. Construction and Building Materials,2018,166:271-279.
[12]
ZHAO W S,CHEN W Z,ZHAO K. Laboratory test on foamed concrete-rock joints in direct shear[J]. Construction and Building Materials,2018,173:69-80.
[5]
SOLER J M,VUORIO M,HAUTOJÄRVI A. Reactive transport modeling of the interaction between water and a cementations grout in a fractured rock[J]. Applied Geochemisty,2011,26(7):1 115-1 129.
[8]
唐志成,刘泉声,刘小燕. 节理的剪切力学性质与含三维形貌参数的剪切强度准则比较研究[J]. 岩土工程学报,2014,36(5):873-879.(TANG Zhicheng,LIU Quansheng,LIU Xiaoyan. Comparative study on shear mechanical properties of joints and shear strength criterion with three-dimensional morphological parameters[J]. Chinese Journal of Geotechnical Engineering,2014,36(5):873-879.(in Chinese))
[10]
李 坤,佘成学. 灌浆节理的剪切特性和剪切蠕变特性试验[J]. 武汉大学学报:工学版,2011,44(4):423-426.(LI Kun,SHE Chengxue. Experiment on shear behavior and shear creep behavior of grouted joints[J]. Journal of Wuhan University:Engineering,2011,44(4):423-426.(in Chinese))
[13]
郑 卓,李术才,刘人太,等. 注浆加固后岩体单一界面抗剪强度[J]. 岩石力学与工程学报,2016,35(增2):3 915-3 922. (ZHENG Zhuo,LI Shucai,LIU Rentai,et al. Shear strength of single interface of rock mass after grouting reinforcement[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.2):3 915-3 922. (in Chinese))
[2]
豆海军. 复合水泥基一水玻璃双液注浆材料性能及微观特性研究[硕士学位论文][D]. 北京:中国地质大学(北京),2014.(DOU Haijun. Study on properties and microscopic characteristics of composite cement-based sodium silicate grouting materials[M. S. Thesis][D]. Beijing:China University of Geosciences(Beijing),2014.(in Chinese))
[4]
程鉴基,韩学孔. 化学灌浆在地基基础工程中的应用综述[J]. 勘察科学技术,1999,(3):31-36.(CHENG Jianji,HAN Xuekong. Application of chemical grouting in foundation engineering[J]. Investigation Science and Technology,1999,(3):31-36.(in Chinese))
[6]
YIN J H,ZHOU W H. Influence of grouting pressure and overburden stress on the interface resistance of a soil nail[J]. Journal of Geotechnical and Geoenvironmental Engineering,2009,135(9):1 198-1 208.
[7]
张菊连,沈明荣,梁志荣. 不规则结构面剪切特性试验研究[J]. 西南交通大学学报,2015,50(6):993-1 000.(ZHANG Julian,SHEN Mingrong,LIANG Zhirong. Experimental study on shear characteristics of irregular structural plane[J]. Journal of Southwest Jiaotong University,2015,50(6):993-1 000.(in Chinese))
[9]
宗义江,韩立军,韩贵雷. 破裂岩体承压注浆加固力学特性试验研究[J]. 采矿与安全工程学报,2013,30(4):483-488.(ZONG Yijiang,HAN Lijun,HAN Guilei. Experimental study on mechanical properties of confined grouting reinforcement of fractured rock mass[J]. Journal of Mining and Safety Engineering,2013,30(4):483-488.(in Chinese))
[14]
GRASSELLI G,WIRTH J,EGGRE P. Quantitative three-dimensional description of a rough surface and parameter evolution with shearing[J]. International Journal of Rock Mechanics and Mining Science,2003,39(6):789-800.
[16]
TES R,CRUDEN D M. Estimating joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts,1979,16(5):303-307.