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摘要:
花岗岩残积土在东南丘陵山区广泛分布,在降雨等因素作用下残积土边坡易失稳产生滑坡。花岗岩残积土按照不同粒径的颗粒含量可划分为花岗岩残积黏性土、花岗岩残积砂质黏性土和花岗岩残积砾质黏性土,因其具有较强的结构性,其微观结构的变化往往表征在宏观坡体稳定性方面。通过X射线衍射分析、SEM扫描电镜分析等手段,从微观结构层面揭示了花岗岩残积土的物质与结构性特征。结果表明,花岗岩残积黏性土的胶结能力及力学强度高于花岗岩残积砂质黏性土,土体的微观结构性质发展一定程度上决定了宏观力学性质的变化。研究结果对进一步揭示花岗岩残积土微观结构特征、变形机制及其对力学性质的影响具有理论及实际意义。
Abstract:Granite residual soils pervade the hilly and mountainous regions of southeast China, where they are susceptible to destabilization and landslides, particularly under rainfall influences. These soils are classified into three categories based on particle size distribution: cohesive, sandy cohesive, and gravel cohesive. Their structural robustness significantly influences macroscopic slope stability through microstructural alterations. Advanced analytical techniques, such as X-ray diffraction and scanning electron microscopy (SEM), have elucidated the microstructural characteristics of these soils. The empirical data reveal that the cementation capacity and mechanical strength of cohesive granite residual soils are superior to those of the sandy cohesive soil. These microstructural properties play a pivotal role in determining the changes in macroscopic mechanical behavior of the soil. This research is of both theoretical and practical importance as it enhances understanding of the microstructural features of granite residual soils, their deformation mechanisms, and their impact on mechanical properties, offering valuable insights for geotechnical applications in forecasting and mitigating slope instability.
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Key words:
- granite residual soil /
- microstructure /
- scanning electron microscope /
- X-ray diffraction
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表 1 WZ1、WZ2基本物理力学性质参数
Table 1. Basic physical and mechanical properties of WZ1 and WZ2
试样 密度/(g·m−3) 干密度/(g·m−3) 比重 含水量/% 黏聚力/kPa 内摩擦角/(°) WZ1 1.77 1.48 2.68 19.53 39.37 26.29 WZ2 1.37 1.19 2.46 12.92 15.62 33.33 表 2 WZ1矿物X衍射物相定量分析结果
Table 2. Quantitative phase analysis results for WZ1 mineral X-ray diffraction
矿物名称 化学式 质量占比/% Quartz(石英) SiO2 37.0 Orthoclase(正长石) KSi3AlO8 10.9 Albite calcian low(钠长石) (Na0.84Ca0.16)Al1.16Si2.84O8 11.1 Palygorskite(坡缕石) (Mg2.074Al1.026)(Si4O10.48)2(OH)2(H2O)10.68 6.7 Kaolinite (高岭石) Al2Si2O5(OH)4 34.3 表 3 WZ2矿物X衍射物相定量分析结果
Table 3. Quantitative phase analysis results for WZ2 mineral X-ray diffraction
矿物名称 化学式 质量占比/% Quartz(石英) SiO2 33.4 Orthoclase(正长石) KSi3AlO8 44.9 Albite calcian low(钠长石) (Na0.84Ca0.16)Al1.16Si2.84O8 7.9 Palygorskite(坡缕石) (Mg2.074Al1.026)(Si4O10.48)2(OH)2(H2O)10.68 4.8 Kaolinite(高岭石) Al2Si2O5(OH)4 9.0 -
[1] 吴能森. 花岗岩残积土的分类研究[J]. 岩土力学,2006,27(12):2299 − 2304. [WU Nengsen. Study on classification of granite residual soils[J]. Rock and Soil Mechanics,2006,27(12):2299 − 2304. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-7598.2006.12.041
WU Nengsen. Study on classification of granite residual soils[J]. Rock and Soil Mechanics, 2006, 27(12): 2299 − 2304. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-7598.2006.12.041
[2] 林威. 花岗岩残积土结构性与边坡稳定分析[D]. 福州:福州大学,2014. [LIN Wei. Structural analysis of granite residual soil and slope stability[D]. Fuzhou:Fuzhou University,2014. (in Chinese with English abstract)]
LIN Wei. Structural analysis of granite residual soil and slope stability[D]. Fuzhou: Fuzhou University, 2014. (in Chinese with English abstract)
[3] 汪华斌,周宇,余刚,等. 结构性花岗岩残积土三轴试验研究[J]. 岩土力学,2021,42(4):991 − 1002. [WANG Huabin,ZHOU Yu,YU Gang,et al. A triaxial test study on structural granite residual soil[J]. Rock and Soil Mechanics,2021,42(4):991 − 1002. (in Chinese with English abstract)]
WANG Huabin, ZHOU Yu, YU Gang, et al. A triaxial test study on structural granite residual soil[J]. Rock and Soil Mechanics, 2021, 42(4): 991 − 1002. (in Chinese with English abstract)
[4] 韦毅. 干湿循环效应下花岗岩残积土边坡土体工程特性及稳定性分析[D]. 福州:福州大学,2018. [WEI Yi. Engineering characteristics and stability analysis of granite residual soil slope under dry-wet cycle effect[D]. Fuzhou:Fuzhou University,2018. (in Chinese with English abstract)]
WEI Yi. Engineering characteristics and stability analysis of granite residual soil slope under dry-wet cycle effect[D]. Fuzhou: Fuzhou University, 2018. (in Chinese with English abstract)
[5] 胡华,吴轩,张越. 基于模拟试验的强降雨条件下花岗岩残积土斜坡滑塌破坏机理分析[J]. 中国地质灾害与防治学报,2021,32(5):92 − 97. [HU Hua,WU Xuan,ZHANG Yue. Experimental study on slope collapse characteristics of granite residual soil slope under heavy rainfall[J]. The Chinese Journal of Geological Hazard and Control,2021,32(5):92 − 97. (in Chinese with English abstract)]
HU Hua, WU Xuan, ZHANG Yue. Experimental study on slope collapse characteristics of granite residual soil slope under heavy rainfall[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(5): 92 − 97. (in Chinese with English abstract)
[6] 于佳静,陈东霞,王晖,等. 干湿循环下花岗岩残积土抗剪强度及边坡稳定性分析[J]. 厦门大学学报(自然科学版),2019,58(4):614 − 620. [YU Jiajing,CHEN Dongxia,WANG Hui,et al. Analysis of the shear strength of granite residual soil and slope stability under wetting-drying cycles[J]. Journal of Xiamen University (Natural Science),2019,58(4):614 − 620. (in Chinese with English abstract)]
YU Jiajing, CHEN Dongxia, WANG Hui, et al. Analysis of the shear strength of granite residual soil and slope stability under wetting-drying cycles[J]. Journal of Xiamen University (Natural Science), 2019, 58(4): 614 − 620. (in Chinese with English abstract)
[7] LI Songtao,NIU Yongding,WANG Baolin,et al. Influence of rainfall infiltration on stability of granite residual soil high slope[J]. Mathematical Problems in Engineering,2022,2022:1920403.
[8] 冯文凯,贾邦中,吴义鹰,等. 低山丘陵区典型滑坡-泥石流链生灾害特征与成灾机理[J]. 中国地质灾害与防治学报,2022,33(1):35 − 44. [FENG Wenkai,JIA Bangzhong,WU Yiying,et al. Characteristics and mechanism of landslide-debris flow chain disaster in low mountain and hilly terrain[J]. The Chinese Journal of Geological Hazard and Control,2022,33(1):35 − 44. (in Chinese with English abstract)]
FENG Wenkai, JIA Bangzhong, WU Yiying, et al. Characteristics and mechanism of landslide-debris flow chain disaster in low mountain and hilly terrain[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 35 − 44. (in Chinese with English abstract)
[9] BAI Huilin,FENG Wenkai,LI Shuangquan,et al. Flow-slide characteristics and failure mechanism of shallow landslides in granite residual soil under heavy rainfall[J]. Journal of Mountain Science,2022,19(6):1541 − 1557. doi: 10.1007/s11629-022-7315-8
[10] 陈敬业,王钧,宫清华,等. 植被增渗效应对花岗岩残积土浅层滑坡的影响机理研究[J]. 水文地质工程地质,2023,50(3):115 − 124. [CHEN Jingye,WANG Jun,GONG Qinghua,et al. Influence mechanism of vegetation infiltration effect on shallow landslides of granite residual soil[J]. Hydrogeology & Engineering Geology,2023,50(3):115 − 124. (in Chinese with English abstract)]
CHEN Jingye, WANG Jun, GONG Qinghua, et al. Influence mechanism of vegetation infiltration effect on shallow landslides of granite residual soil[J]. Hydrogeology & Engineering Geology, 2023, 50(3): 115 − 124. (in Chinese with English abstract)
[11] FENG Wenkai,BAI Huilin,LAN Bing,et al. Spatial–temporal distribution and failure mechanism of group-occurring landslides in Mibei Village,Longchuan County,Guangdong,China[J]. Landslides,2022,19(8):1957 − 1970. doi: 10.1007/s10346-022-01904-9
[12] 吴善百. 广西东南部花岗岩残积土降雨型滑坡的起动机理研究[D]. 南宁:广西大学,2020. [WU Shanbai. Study on starting mechanism of rainfall landslide in granite residual soil in southeast Guangxi[D]. Nanning:Guangxi University,2020. (in Chinese with English abstract)]
WU Shanbai. Study on starting mechanism of rainfall landslide in granite residual soil in southeast Guangxi[D]. Nanning: Guangxi University, 2020. (in Chinese with English abstract)
[13] LI Xiaochao,LIU Handong,PAN Jishun,et al. Rainfall thresholds of shallow landslides in Wuyuan County of Jiangxi Province,China[J]. Open Geosciences,2020,12(1):821 − 831. doi: 10.1515/geo-2020-0120
[14] YIN Song,HUANG Jia’ning,LI Xinming,et al. Experimental study on deformation characteristics and pore characteristics variation of granite residual soil[J]. Scientific Reports,2022,12:12314. doi: 10.1038/s41598-022-16672-8
[15] GAO Qianfeng,JRAD M,HATTAB M,et al. Pore morphology,porosity,and pore size distribution in kaolinitic remolded clays under triaxial loading[J]. International Journal of Geomechanics,2020,20(6).
[16] ZHOU Jinxuan. Preprocessing method of microstructure image of geotechnical materials[J]. Environmental Technology & Innovation,2020,19:100924.
[17] LIN Peng,ZHANG Jingjing,HUANG He,et al. Strength of unsaturated granite residual soil of Shantou coastal region considering effects of seepage using modified direct shear test[J]. Indian Geotechnical Journal,2021,51(4):719 − 731. doi: 10.1007/s40098-021-00504-z
[18] 唐朝生,施斌,王宝军. 基于SEM土体微观结构研究中的影响因素分析[J]. 岩土工程学报,2008,30(4):560 − 565. [TANG Chaosheng,SHI Bin,WANG Baojun. Factors affecting analysis of soil microstructure using SEM[J]. Chinese Journal of Geotechnical Engineering,2008,30(4):560 − 565. (in Chinese with English abstract)] doi: 10.3321/j.issn:1000-4548.2008.04.016
TANG Chaosheng, SHI Bin, WANG Baojun. Factors affecting analysis of soil microstructure using SEM[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 560 − 565. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.2008.04.016
[19] 汪军,徐金明,龚明权,等. 基于扫描电镜图像和微观渗流模型的云冈石窟砂岩风化特征分析[J]. 水文地质工程地质,2021,48(6):122 − 130. [WANG Jun,XU Jinming,GONG Mingquan,et al. Investigating weathering features of sandstones in the Yungang Grottoes based on SEM images and micro-scale flow model[J]. Hydrogeology & Engineering Geology,2021,48(6):122 − 130. (in Chinese with English abstract)]
WANG Jun, XU Jinming, GONG Mingquan, et al. Investigating weathering features of sandstones in the Yungang Grottoes based on SEM images and micro-scale flow model[J]. Hydrogeology & Engineering Geology, 2021, 48(6): 122 − 130. (in Chinese with English abstract)
[20] 戚利荣,王家鼎,张登飞,等. 冻融循环作用下花岗岩损伤的宏微观尺度研究[J]. 水文地质工程地质,2021,48(5):65 − 73. [QI Lirong,WANG Jiading,ZHANG Dengfei,et al. A study of granite damage in the macro and microscopic scales under freezing-thawing cycles[J]. Hydrogeology & Engineering Geology,2021,48(5):65 − 73. (in Chinese with English abstract)]
QI Lirong, WANG Jiading, ZHANG Dengfei, et al. A study of granite damage in the macro and microscopic scales under freezing-thawing cycles[J]. Hydrogeology & Engineering Geology, 2021, 48(5): 65 − 73. (in Chinese with English abstract)
[21] 周宇,陈东霞,于佳静,等. 干湿循环下花岗岩残积土的崩解试验与微观机理研究[J]. 长江科学院院报,2023,40(1):153 − 160. [ZHOU Yu,CHEN Dongxia,YU Jiajing,et al. Test and micro-mechanism of disintegration of granite residual soil under dry-wet cycles[J]. Journal of Yangtze River Scientific Research Institute,2023,40(1):153 − 160. (in Chinese)] doi: 10.11988/ckyyb.20210902
ZHOU Yu, CHEN Dongxia, YU Jiajing, et al. Test and micro-mechanism of disintegration of granite residual soil under dry-wet cycles[J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(1): 153 − 160. (in Chinese) doi: 10.11988/ckyyb.20210902
[22] 安然,孔令伟,张先伟,等. 干湿循环效应下花岗岩残积土结构损伤的多尺度研究[J]. 岩石力学与工程学报,2023,42(3):758 − 767. [AN Ran,KONG Lingwei,ZHANG Xianwei,et al. A multi-scale study on structure damage of granite residual soil under wetting-drying environments[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(3):758 − 767. (in Chinese with English abstract)]
AN Ran, KONG Lingwei, ZHANG Xianwei, et al. A multi-scale study on structure damage of granite residual soil under wetting-drying environments[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(3): 758 − 767. (in Chinese with English abstract)
[23] 王宝军,施斌,刘志彬,等. 基于GIS的黏性土微观结构的分形研究[J]. 岩土工程学报,2004,26(2):244 − 247. [WANG Baojun,SHI Bin,LIU Zhibin,et al. Fractal study on microstructure of clayey soil by GIS[J]. Chinese Journal of Geotechnical Engineering,2004,26(2):244 − 247. (in Chinese with English abstract)] doi: 10.3321/j.issn:1000-4548.2004.02.018
WANG Baojun, SHI Bin, LIU Zhibin, et al. Fractal study on microstructure of clayey soil by GIS[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 244 − 247. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.2004.02.018
[24] 王宝军,施斌,蔡奕,等. 基于GIS的黏性土SEM图像三维可视化与孔隙度计算[J]. 岩土力学,2008,29(1):251 − 255. [WANG Baojun,SHI Bin,CAI Yi,et al. 3D visualization and porosity computation of clay soil SEM image by GIS[J]. Rock and Soil Mechanics,2008,29(1):251 − 255. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-7598.2008.01.047
WANG Baojun, SHI Bin, CAI Yi, et al. 3D visualization and porosity computation of clay soil SEM image by GIS[J]. Rock and Soil Mechanics, 2008, 29(1): 251 − 255. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-7598.2008.01.047
[25] 黄伟标,李学,宋晶,等. 滨海软土微观孔隙测定方法[J]. 科学技术与工程,2019,19(28):290 − 296. [HUANG Weibiao,LI Xue,SONG Jing,et al. Microcosmic determination method of coastal soft soil[J]. Science Technology and Engineering,2019,19(28):290 − 296. (in Chinese with English abstract)] doi: 10.3969/j.issn.1671-1815.2019.28.044
HUANG Weibiao, LI Xue, SONG Jing, et al. Microcosmic determination method of coastal soft soil[J]. Science Technology and Engineering, 2019, 19(28): 290 − 296. (in Chinese with English abstract) doi: 10.3969/j.issn.1671-1815.2019.28.044
[26] 李磊,王佩,薛飞. 生化降解条件下水泥固化污泥的微观结构研究[J]. 应用基础与工程科学学报,2018,26(6):1217 − 1225. [LI Lei,WANG Pei,XUE Fei. Research on microstructure of solidified sludge using cement under biochemical degradation[J]. Journal of Basic Science and Engineering,2018,26(6):1217 − 1225. (in Chinese with English abstract)]
LI Lei, WANG Pei, XUE Fei. Research on microstructure of solidified sludge using cement under biochemical degradation[J]. Journal of Basic Science and Engineering, 2018, 26(6): 1217 − 1225. (in Chinese with English abstract)
[27] 严泽稷. 考虑游离氧化铁的花岗岩残积土微观结构与力学特性研究[D]. 武汉:华中科技大学,2021. [YAN Zeji. Study on microstructure and mechanical properties of granite residual soil considering free iron oxide[D]. Wuhan:Huazhong University of Science and Technology,2021. (in Chinese with English abstract)]
YAN Zeji. Study on microstructure and mechanical properties of granite residual soil considering free iron oxide[D]. Wuhan: Huazhong University of Science and Technology, 2021. (in Chinese with English abstract)
[28] 杨雪强, 王坤, 刘攀, 等. 广州原状花岗岩残积土非饱和力学特性的试验研究[J]. 水利水电技术(中英文),2024,55(6):196 − 206. [YANG Xueqiang, WANG Kun, LIU Pan, et al. Experimental study on unsaturated mechanical properties of undisturbed granite residual soil in Guangzhou[J]. Water Resources and Hydropower Engineering,2024,55(6):196 − 206. (in Chinese with English abstract)]
YANG Xueqiang, WANG Kun, LIU Pan, et al. Experimental study on unsaturated mechanical properties of undisturbed granite residual soil in Guangzhou[J]. Water Resources and Hydropower Engineering, 2024, 55(6): 196 − 206. (in Chinese with English abstract)
[29] WEI Xinsheng,FAN Wen,CHAI Xiaoqing,et al. Field and numerical investigations on triggering mechanism in typical rainfall-induced shallow landslides:A case study in the Ren River catchment,China[J]. Natural Hazards,2020,103(2):2145 − 2170. doi: 10.1007/s11069-020-04075-9
[30] MIAO Fasheng,WU Yiping,TÖRÖK Á,et al. Centrifugal model test on a riverine landslide in the Three Gorges Reservoir induced by rainfall and water level fluctuation[J]. Geoscience Frontiers,2022,13(3):101378. doi: 10.1016/j.gsf.2022.101378
[31] 汪灿,刘艳敏,祝艳波. SEM照片孔隙参数提取技术研究[J]. 安全与环境工程,2011,18(3):117 − 120. [WANG Can,LIU Yanmin,ZHU Yanbo. Study on using SEM photos to obtain the pore parameters of soil samples[J]. Safety and Environmental Engineering,2011,18(3):117 − 120. (in Chinese with English abstract)] doi: 10.3969/j.issn.1671-1556.2011.03.028
WANG Can, LIU Yanmin, ZHU Yanbo. Study on using SEM photos to obtain the pore parameters of soil samples[J]. Safety and Environmental Engineering, 2011, 18(3): 117 − 120. (in Chinese with English abstract) doi: 10.3969/j.issn.1671-1556.2011.03.028
[32] 汤连生,贺云帆,孙银磊,等. 胶结物对花岗岩残积土力学性能的影响试验研究[J]. 土木与环境工程学报(中英文),2015,47(2):30 − 33. [TANG Liansheng,HE Yunfan,SUN Yinlei,et al. Experimental study on the influence of cement on the mechanical properties of granite residual soil[J]. Journal of Civil and Environmental Engineering,2015,47(2):30 − 33. (in Chinese with English abstract)]
TANG Liansheng, HE Yunfan, SUN Yinlei, et al. Experimental study on the influence of cement on the mechanical properties of granite residual soil[J]. Journal of Civil and Environmental Engineering, 2015, 47(2): 30 − 33. (in Chinese with English abstract)
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