|
|
|
| Study on red beds and its geological hazards |
| XU Qiang1,TANG Ran2,3 |
| (1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China;2. School of Architecture and Civil Engineering,Chengdu University,Chengdu,Sichuan 610106,China;3. Sichuan Engineering Research Center for Mechanical Properties and Engineering Technology of Unsaturated Soils,Chengdu University,Chengdu,Sichuan 610106,China) |
|
|
|
|
Abstract Red beds refer to the general name of red rock series deposited in various geological historical periods,which are a group of typical “slippery stratum”. Slopes in red bed areas are prone to form group-occurring geohazards in the process of heavy rainfall. By summarizing the development,distribution and main characteristics of red beds,it is found that the properties of red beds are controlled by sedimentary construction. The physical and mechanical properties and hydrologic properties of red beds are different due to the sedimentary environment. Red bed rocks have strong rheology and hydrophilicity,and are easy to swell,disintegrate,muddy and soften when exposed to water. The main types of geohazards in red bed areas are analyzed and summarized,and the formation mechanism of sub-horizontal translantional landslides and gentle shallow soil landslides in sand-mudstone interbedded areas is mainly introduced. The results show that the rainwater quickly infiltrates into the vertical cracks in sandstone and forms hydrostatic pressure,which often becomes the main driving force of sub-horizontal translational landslides. The long-term argillization and saturation softening of mudstone in sand-mudstone contact interface or weak interlayer by groundwater greatly reduces the strength of the bottom slip surface,which is also the main cause of large sub-horizontal translational landslides. Of course,the special slope hydrogeological conditions formed by the special lithologic combination of sand-mudstone interbedded are also the important reasons for landslides. The atmospheric influence depth in the slope residual layer and the interface effect in the base layer are the main reasons for the occurrence of shallow soil landslides during heavy rainfall,which determines the thickness of the landslide body. Finally,the risk prevention and control measures of red beds geohazards are discussed,and it is considered that establishing physical warning models through mathematical and mechanical analysis combined with field observation and laboratory tests is an effective way of red beds landslides warning. The landslides in red bed area should be controlled mainly by drainage and auxiliary by anti-slide measures.
|
|
|
|
|
|
| [1] 彭 华,潘志新,闫罗彬,等. 国内外红层与丹霞地貌研究述评[J]. 地理学报,2013,68(9):1 170–1 181.(PENG Hua,PAN Zhixin,YAN Luobin,et al. A review of the research on red beds and Danxia landform[J]. Acta Geographica Sinica,2013,68(9):1 170–1 181.(in Chinese))
[2] 黄润秋,许 强. 中国典型灾难性滑坡[M]. 北京:科学出版社,2008:17,24.(HUNAG Runqiu,XU Qiang. Catastrophic landslides in China[M]. Beijing:Science Press,2008:17,24.(in Chinese))
[3] 李 滨,冯 振,赵瑞欣,等. 三峡地区“14?9”极端暴雨型滑坡泥石流成灾机制分析[J]. 水文地质工程地质,2016,43(4):118–126.(LI Bin,FENG Zhen,ZHAO Ruixin,et al. Mechanism of “14?9”rainstorm triggered landslides and debris-flows in the Three Gorges area[J]. Hydrogeology and Engineering Geology,2016,43(4):118–126.(in Chinese))
[4] 成永刚,王明琪,李光白,等. 川东红层区巴南广高速公路滑坡高发成因分析[J]. 地质灾害与环境保护,2016,27(3):1–6.(CHENG Yonggang,WANG Mingqi,LI Guangbai,et al. Analysis on the causes of ladnslide of Bazhong-Nanchong-Guangan highway in east Sichuan of red bed area[J]. Journal of Geological Hazards and Environment Preservation,2016,27(3):1–6.(in Chinese))
[5] 雷 航,刘天翔,程 强. 红层地区公路高边坡变形机制及支护措施研究[J]. 公路,2019,64(12):47–53.(LEI Hang,LIU Tianxiang,CHENG Qiang. Study of deformation mechanism and support measures for high slope of highway in red bedding areas[J]. Highway,2019,64(12):47–53.(in Chinese))
[6] 王崇艮,王茂靖,赵 文,等. 兰渝铁路梅岭关隧道底鼓段病害成因分析[J]. 高速铁路技术,2020,11(6):63–68.(WANG Chonggen,WANG Maojing,ZHAO Wen,et al. Cause analysis of diseases in the floor heave section of Meilingguan tunnel in Lanzhou-Chongqing railway[J]. High Speed Railway Technology,2020,11(6):63–68.(in Chinese))
[7] 戴张俊,郭建华,周 哲,等. 川中红层高铁路基长时上拱变形反演与预测[J]. 岩石力学与工程学报,2020,39(增2):3 538–3 548. (DAI Zhangjun,GUO Jianhua,ZHOU Zhe,et al. Inversion and prediction of long-term uplift deformation of high-speed railway subgrade in central Sichuan red-bed[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(Supp.2):3 538–3 548.(in Chinese))
[8] 钟志彬,李安洪,邓荣贵,等. 高速铁路红层软岩路基时效上拱变形机制研究[J]. 岩石力学与工程学报,2020,39(2):327–340. (ZHONG Zhibin,LI Anhong,DENG Ronggui,et al. Study on time-dependent upheaval deformation mechanisms of red-bed soft rock subgrade of high-speed railways[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(2):327–340.(in Chinese))
[9] 邵 江. 飞仙关红层软岩隧道高压涌水产生机制及涌水压力分析[J]. 公路,2020,65(2):294–300.(SHAO Jiang. Research on the large water burst mechanism and water pressure of Feixianguan tunnel in red bed area[J]. Highway,2020,65(2):294–300.(in Chinese))
[10] 郭高峰,文和鹏. 龙泉山红层区瓦斯隧道灾害特征分析[J]. 灾害学,2019,34(增1):193–195.(GUO Gaofeng,WEN Hepeng. Longquan mountain red layer analysis of gas tunnel disaster characteristics[J]. Journal of Catastrophology,2019,34(Supp.1):193–195.(in Chinese))
[11] 吴应科,梁永平. 长江中上游红层岩溶刍议[J]. 中国岩溶,1987,(2):22–30.(WU Yingke,LIANG Yongping. Preliminary opinion on the red bed karst in the upper-middle reaches of Yangtze River[J]. Carsologic Sinica,1987,(2):22–30.(in Chinese))
[12] 韩浩东,王春山,王东辉,等. 成都市白垩系灌口组富膏盐红层溶蚀特征与机理[J].中国岩溶,2021,40(5):768–782.(HAN Haodong,WANG Chunshan,WANG Donghui,et al. Dissolution characteristics and mechanism on red bed enriched gypsum salt of Guankou formation,Cretaceous,Chengdu[J]. Carsologica Sinica,2021,40(5):768–782.(in Chinese))
[13] 肖 攀,彭 轲,李雪平,等. 红层岩溶发育特征与地面塌陷形成机制——以咸宁地区为例[J]. 科学技术与工程,2019,19(33):86–93.(XIAO Pan,PENG Ke,LI Xueping,et al. Development characteristics of redbed Karst and formation mechanism of ground collapse—taking xianning for example[J]. Science Technology and Engineering,2019,19(33):86–93.(in Chinese))
[14] 周其健,郭永春,屈智辉,等. 某红层地基差异沉降原因分析[J]. 建筑科学,2020,36(11):101–106.(ZHOU Qijian,GUO Yongchun,QU Zhihui,et al. Causes analysis of differential settlement of a red bed foundation[J]. Building Science,2020,36(11):101–106.(in Chinese))
[15] 孙立军,冯文凯,吴 刚. 四川盆地红层区机场建设中的主要工程地质问题分析[J]. 工程勘察,2015,43(1):11–15.(SUN Lijun,FENG Wenkai,WU Gang. Analysis on main engineering geological problems in airport construction in the red beds of Sichuan Basin[J]. Geotechnical Investigation and Surveying,2015,43(1):11–15.(in Chinese))
[16] 王子忠,许 模. 四川盆地含膏盐红层特征及坝基工程地质问题(IⅠ)[J]. 水利水电技术,2011,42(4):23–25.(WANG Zizhong,XU Mo. Characteristics of red bed containing saline deposit and engineering geological issues of dam foundation in Sichuan Basin[J]. Water Resources and Hydropower Engineering,2011,42(4):23–25.(in Chinese))
[17] 王成善,胡修棉. 白垩纪世界与大洋红层[J]. 地学前缘,2005,12(2):11–21.(WANG Chengshan,HU Xiumian. Cretaceous world and oceanic red beds[J]. Earth Science Frontiers,2005,12(2):11–21.(in Chinese))
[18] 熊梓翔,朱俊江,杨国明,等. 新近纪深海大洋红层的分布分类及成因[J]. 海洋科学,2021,45(6):22–33.(XIONG Zixiang,ZHU Junjiang,YANG Guoming,et al. Distribution,classification,and origin of Neogene deep oceanic red beds[J]. Marine Sciences,2021,45(6):22–33.(in Chinese))
[19] 李廷勇,王建力. 中国的红层及发育的地貌类型[J]. 四川师范大学学报:自然科学版,2002,(4):427–431.(LI Tingyong,WANG Jianli. Chinese red beds and developing landforms[J]. Journal of Sichuan Normal University:Natural Science,2002,(4):427–431.(in Chinese))
[20] 潘志新,彭 华. 国内外红层分布及其地貌发育的对比研究[J]. 地理科学,2015,35(12):1 575–1 584.(PAN Zhixin,PENG Hua. Comparative comparative study on the global distribution and geomorphic development of red beds[J]. Scientia Geographic Sinica,2015,35(12):1 575–1 584.(in Chinese))
[21] AL-HUSSAINI A,ALNAZGHAH M,AL-RAMADAN K,et al. Asymmetrical wave-dominated siliciclastic shorelines with evidence of along-strike variability of sedimentary processes:a revised interpretation for the Toarcian Marrat red beds,central Arabia[J]. Marine and Petroleum Geology,2021,126:104915.
[22] BROWN A G,BASELL L S,TOMS P S. The quaternary rivers of the jurassic coast region:from the Neogene to the Anthropocene[J]. Proceedings of the Geologists' Association,2019,130(3/4):451–462.
[23] TORRES-RUIZ J,PESQUERA A,GIL-CRESPO P P,et al. Exotic Cu-mineralization in Triassic red beds from Navas de San Juan (Jaén,Spain)[J]. Ore Geology Reviews,2020,119:103399.
[24] AEHNELT M,HILSE U,PUDLO D,et al. On the origin of bleaching phenomena in red bed sediments of Triassic Buntsandstein deposits in Central Germany [J]. Geochemistry,2021,81(2):125736.
[25] 许 强,唐 然. 降雨诱发红层滑坡—以四川盆地为例[M]. 北京:科学出版社,2020:1,19,26–28,84,86,101,121,139,229,238,248.(XU Qiang,TANG Ran. Study on rainfall-induced landslides in red beds—Taking Sichuan Basin as an example[M]. Beijing:Science Press,2020:1,19,26–28,84,86,101,121,139,229,238,248.(in Chinese))
[26] 郭永春,谢 强,文江泉. 我国红层分布特征及主要工程地质问题[J]. 水文地质工程地质,2007,(6):67–71.(GUO Yongchun,XIE Qiang,WEN Jiangquan. Red beds distribution and engineering geological problem in China[J]. Hydrogeology and Engineering Geology,2007,(6):67–71.(in Chinese))
[27] 刘江龙. 中国东南部丹霞地貌形成机制及其地学效应研究[博士学位论文][D]. 长沙:中南大学,2009.(LIU Jianglong. Research on formation mechanism and geo-scientific effects of danxia landform in Southeast China[Ph. D. Thesis][D]. Changsha:Central South University,2009.(in Chinese))
[28] LI M T,SONG H J,WIGNALL P B,et al. Early triassic oceanic red beds coupled with deep sea oxidation in South Tethys[J]. Sedimentary Geology,2019,391:105519.
[29] 郭福生,陈留勤,严兆彬,等. 丹霞地貌定义、分类及丹霞作用研究[J]. 地质学报,2020,94(2):361–374.(GUO Fusheng,CHEN Liuqin,YAN Zhaobin,et al. Definition,classification and danxiaization of danxia landscapes[J]. Acta Geologica Sinica,2020,94(2):361–374.(in Chinese))
[30] 王志俭,殷坤龙,简文星,等. 三峡库区万州红层砂岩流变特性试验研究[J]. 岩石力学与工程学报,2008,27(4):840–847.(WANG Zhijian,YIN Kunlong,JIAN Wenxing,et al. Experimental study on rheological behaviors of Wanzhou red sandstone in three gorges reservoir area[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(4):840–847.(in Chinese))
[31] 谌文武,原鹏博,刘小伟. 分级加载条件下红层软岩蠕变特性试验研究[J]. 岩石力学与工程学报,2009,28(增1):3 076–3 081.(CHEN Wenwu,YUAN Pengbo,LIU Xiaowei. Study on creep properties of red-bed soft rock under step load[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):3 076–3 081.(in Chinese))
[32] 巨能攀,黄海峰,郑 达,等. 考虑含水率的红层泥岩蠕变特性及改进伯格斯模型[J]. 岩土力学,2016,37(增2):67–74.(JU Nengpan,HUANG Haifeng,ZHENG Da,et al. Improved burgers model for creep characteristics of red bed mudstone considering water content[J]. Rock and Soil Mechanics,2016,37(Supp.2):67–74.(in Chinese))
[33] 范秋雁,阳克青,王渭明. 泥质软岩蠕变机制研究[J]. 岩石力学与工程学报,2010,29(8):1 555–1 561.(FAN Qiuyan,YANG Keqing,WANG Weiming. Study of creep mechanism of argillaceous soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(8):1 555–1 561.(in Chinese))
[34] 陈从新,卢海峰,袁从华,等. 红层软岩变形特性试验研究[J].岩石力学与工程学报,2010,29(2):261–270.(CHEN Congxin,LU Haifeng,YUAN Conghua,et al. Experimental research on deformation propertities of red-bed soft rock[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):261–270.(in Chinese))
[35] 崔希海,付志亮. 岩石流变特性及长期强度的试验研究[J]. 岩石力学与工程学报,2006,22(5):1 021–1 024.(CUI Xihai,FU Zhiliang. Experimental study on rheology properties and long-term strength of rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,22(5):1 021–1 024.(in Chinese))
[36] 丛 璐. 侏罗系砂泥岩互层岩体流变特性及其对抗滑桩嵌固效果影响研究[博士学位论文][D]. 武汉:中国地质大学,2018.(CONG Lu. Creep behavior of interbedding rock mass and its influence on control effect of stabilizing piles[Ph. D. Thesis][D]. Wuhan:China University of Geosciences,2018.(in Chinese))
[37] 韩 冰,王芝银,丁秀丽,等. 软硬互层岩体流变特性的数值模拟[J]. 长江科学院院报,2007,24(2):25–29.(HAN Bing,WANG Zhiyin,DING Xiuli,et al. Numerical simulation for rheologic characteristics of interbedded strata of soft and hard rock[J]. Journal of Yangtze River Scientific Research Institute,2007,24(2):25–29.(in Chinese))
[38] CONG L,HU X L. Triaxial rheological property of sandstone under low confining pressure[J]. Engineering Geology,2017,231(14):45–55.
[39] 张 娜,王水兵,赵方方,等. 软岩与水相互作用研究综述[J]. 水利水电技术,2018,49(7):1–7.(ZHANG Na,WANG Shuibing,ZHAO Fangfang,et al. Review on study of interaction between soft rock and water[J]. Water Resources and Hydropower Engineering,2018,49(7):1–7.(in Chinese))
[40] 何满潮,周 莉,李德建,等. 深井泥岩吸水特性试验研究[J]. 岩石力学与工程学报,2008,27(6):1 113–1 120.(HE Manchao,ZHOU Li,LI Dejian,et al. Experimental research on hydrophilic characteristics of mudstone in deep well[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 113–1 120.(in Chinese))
[41] 谭罗荣. 关于黏土岩崩解、泥化机制的讨论[J]. 岩土力学,2001,22(1):1–5.(TAN Luorong. Discussion on mechanism of disintegration and argillitization of clay-rock[J]. Rock and Soil Mechanics,2001,22(1):1–5.(in Chinese))
[42] 黄宏伟,车 平. 泥岩遇水软化微观机理研究[J]. 同济大学学报:自然科学版,2007,35(7):866–870.(HUANG Hongwei,CHE Ping. Research on micro-mechanism of softening and argillitization of mudstone[J]. Journal of Tongji University:Natural Science,2007,35(7):866–870.(in Chinese))
[43] 魏永幸,张仕忠,甘 鹰,等. 四川盆地红层泥岩的基本特性和膨胀性及软化的试验研究[J]. 工程勘察,2010,(增1):61–68.(WEI Yongxing,ZHANG Shizhong,GAN Ying,et al. Experimental study on the essential feature and swelling and softening characteristics of red-bed mudstone in Sichuan basin[J]. Geotechanical Investigation and Survrying,2010,(Supp.1):61–68.(in Chinese))
[44] 殷跃平,胡瑞林. 三峡库区巴东组_T_2b_紫红色泥岩工程地质特征研究[J]. 工程地质学报,2004,12(2):124–135.(YIN Yueping,HU Ruilin. Engineering geological characteristics of purplish-red mudstone of middle tertiary formation at the Three Gorges Reservoir[J]. Journal of Engineering Geology,2004,12(2):124–135.(in Chinese))
[45] 胡文静,丁 瑜,夏振尧,等. 重庆地区红层泥岩侧限膨胀性能试验研究[J]. 防灾减灾工程学报,2015,35(5):607–611.(HU Wenjing,DING Yu,XIA Zhenyao,et al. Experimental study on confined swelling characteristic of redbed mudstone in Chongqing[J]. Journal of Disaster Prevention and Mitigation Engineering,2015,35(5):607–611.(in Chinese))
[46] 胡安华,蒋关鲁,王智猛,等. 高速铁路路基红层泥岩填料力学特性试验研究[J]. 铁道工程学报,2008,(2):21–25.(HU Anhua,JIANG Guanlu,WANG Zhimeng,et al. Experimental research on mechanical characteristics of red rock filling for subgrade of high-speed railway[J]. Journal of Railway Engineering Society,2008,(2):21–25.(in Chinese))
[47] 钟志彬,李安洪,邓荣贵,等. 川中红层泥岩时效膨胀变形特性试验研究[J]. 岩石力学与工程学报,2019,38(1):76–86.(ZHONG Zhibin,LI Anhong,DENG Ronggui,et al. Experimental study on the time-dependent swelling characteristics of red-bed mudstone in Central Sichuan[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(1):76–86.(in Chinese))
[48] ZHANG S,XU Q,HU Z M. Effects of rainwater softening on red mudstone of deep-seated landslide,Southwest China[J]. Engineering Geology,2016,204:1–13.
[49] 王贤能,韩会增,文江泉. 膨胀岩边坡工程中膨胀与流变的耦合效应[J]. 地质灾害与环境保护,1997,8(4):33–39.(WANG Xianneng,HAN Huizeng,WEN Jiangquan. The coupled effect of swell and rheology for the slope engineering of swelling rock[J]. Journal of Geological Hazards and Environment Preservation,1997,8(4):33–39.(in Chinese))
[50] 朱珍德,邢福东,刘汉龙,等. 南京红山窑第三系红砂岩膨胀变形性质试验研究[J]. 岩土力学,2004,25(7):1 041–1 044.(ZHU Zhende,XING Fudong,LIU Hanlong,et al. Experimental research on expansive deformation of tertiary red sandstone in Nanjing[J]. Rock and Soil Mechanics,2004,25(7):1 041–1 044.(in Chinese))
[51] 王 萍,屈 展,刘易非,等. 泥页岩水化膨胀的非线性蠕变模型[J]. 西北大学学报:自然科学版,2015,45(1):117–122.(WANG Ping,QU Zhan,LIU Yifei,et al. Nonlinear creep model of mud shale hydration expansion[J]. Journal of Northwest University:Natural Science,2015,45(1):117–122.(in Chinese))
[52] 贾海梁,王 婷,项 伟,等. 含水率对泥质粉砂岩物理力学性质影响的规律与机制[J]. 岩石力学与工程学报,2018,37(7):1 618–1 628.(JIA Hailiang,WANG Ting,XIANG Wei,et al. Influence of water content on the physical and mechanical behaviour of argillaceous siltstone and some microscopic explanations[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(7):1 618–1 628.(in Chinese))
[53] 朱珍德,邢福东,王思敬,等. 地下水对泥板岩强度软化的损伤力学分析[J]. 岩石力学与工程学报,2004,23(增2):4 739–4 743. (ZHU Zhende,XING Fudong,WANG Sijing,et al. Analysis of strength softening of argillite under groundwater by damage mechanics[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(Supp.2):4 739–4 743.(in Chinese))
[54] 陈钢林,周仁德. 水对受力岩石变形破坏宏观力学效应的实验研究[J]. 地球物理学报,1991,34(3):335–342.(CHEN Ganglin,ZHOU Rende,An experimental study concerning the macroscopic effect of water on the deformation and failure of loaded rocks[J]. Acta Geophysica Sinica,1991,34(3):335–342.(in Chinese))
[55] 杨春和,冒海军,王学潮,等. 板岩遇水软化的微观结构及力学特性研究[J]. 岩土力学,2006,27(12):2 090–2 098.(YANG Chunhe,MAO Haijun,WANG Xuechao,et al. Study on variation of microstructure and mechanical properties of water-weakening slates[J]. Rock and Soil Mechanics,2006,27(12):2 090–2 098.(in Chinese))
[56] 张春会,赵全胜. 饱水度对砂岩模量及强度影响的三轴试验[J]. 岩土力学,2014,35(4):951–958.(ZHANG Chunhui,ZHAO Quansheng. Triaxial tests of effects of varied saturations on strength and modulus for sandstone[J]. Rock and Soil Mechanics,2014,35(4):951–958.(in Chinese))
[57] 孟召平,彭苏萍,傅继彤. 含煤岩系岩石力学性质控制因素探讨[J]. 岩石力学与工程学报,2002,21(1):102–106.(MENG Zhaoping, PENG Suping,FU Jitong. Study on control factors of rock mechanics properties of coal-bearing formation[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(1):102–106.(in Chinese))
[58] 周翠英,邓毅梅,谭祥韶. 饱和软岩力学性质软化的试验研究与应用[J]. 岩石力学与工程学报,2005,24(1):33–38.(ZHOU Cuiying,DENG Yimei,TAN Xiangshao. Experimental research on the softening of mechanical properties of saturated soft rocks and application[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(1):33–38.(in Chinese))
[59] 王运生,吴俊峰,魏 鹏,等. 四川盆地红层水岩作用岩石弱化时效性研究[J]. 岩石力学与工程学报,2009,28(Supp1):3 102–3 108. (WANG Yunsheng,WU Junfeng,WEI Peng,et al. Research on time effect of rock weakening by Water-rock interaction of redbeds in sichuan basin[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp1):3 102–3 108.(in Chinese))
[60] LIU J,XU Q,WANG S,et al. Formation and chemo-mechanical characteristics of weak clay interlayers between alternative mudstone and sandstone sequence of gently inclined landslides in Nanjiang,SW China[J]. Bulletin of Engineering Geology and the Environment,2020,79(4):4 701–4 715.
[61] 刘新荣,傅 晏,王永新,等. (库)水–岩相互作用下砂岩抗剪强度劣化规律的试验研究[J]. 岩土工程学报,2008,30(9):1 298–1 302. (LIU Xinrong,FU Yan,WANG Yongxin,et al. Deterioration rules of shear strength of sand rock under water-rock interaction of reservoir[J]. Chinese Journal of Geotechnical Engineering,2008,30(9):1 298–1 302.(in Chinese))
[62] ZHAO Z,YANG J,ZHANG D,et al. Effects of wetting and cyclic wetting-drying on tensile strength of sandstone with a low clay mineral content[J]. Rock Mechanics and Rock Engineering,2016,50(2):1–7.
[63] 姚华彦,张振华,朱朝辉. 干湿交替对砂岩力学特性影响的试验研究[J]. 岩土力学,2010,31(12):3 704–3 708.(YAO Huayan,ZHANG Zhenhua,ZHU Chanhui. Experimental study of mechanical properties of sandstone under cyclic drying and wetting[J]. Rock and Soil Mechanics,2010,31(12):3 704–3 708.(in Chinese))
[64] 姜永东,阎宗岭,刘元雪. 干湿循环作用下岩石力学性质的实验研究[J]. 中国矿业,2011,20(5):104–110.(JIANG Yongdong,YAN Zongling,LIU Yuanxue. Experimental study on mechanical properties of rock under the conditions of wet and dry cycles[J]. China Mining Magazine,2011,20(5):104–110.(in Chinese))
[65] ZHANG Z,JIANG Q,ZHOU C,et al. Strength and failure characteristics of Jurassic red-bed sandstone under cyclic wetting-drying conditions[J]. Geophysical Journal International,2014,198(2):1 034–1 044.
[66] 周翠英,邓毅梅,谭祥韶,等. 软岩在饱水过程中微观结构变化规律研究[J]. 中山大学学报:自然科学版,2003,42(4):98–102.(ZHOU Cuiying,DENG Yimei,TAN Xiangshao,et al. Research on the variation regularities of microstructures in the testing of interaction between soft rocks and water[J]. Acta Scientiarum Naturalium Universities SunYatsen,2003,42(4):98–102.(in Chinese))
[67] 周翠英,梁 宁,刘 镇. 红层软岩遇水作用的孔隙结构多重分形特征[J]. 工程地质学报,2020,28(1):1–9.(ZHOU Cuiying,LIANG Ning,LIU Zhen. Multifractal characteristics of pore structure of red beds soft rock at different saturations[J]. Journal of Engineering Geology,2020,28(1):1–9.(in Chinese))
[68] 刘 镇,周翠英,朱凤贤,等. 软岩饱水软化过程微观结构演化的临界判据[J]. 岩土力学,2011,32(3):661–666.(LIU Zhen,ZHOU Cuiying,ZHU Fengxian,et al. Critical criterion for microstructure evolution of soft rocks in softening process[J]. Rock and Soil Mechanics,2011,32(3):661–666.(in Chinese))
[69] 周翠英,谭祥韶,邓毅梅,等. 特殊软岩软化的微观机制研究[J]. 岩石力学与工程学报,2005,24(3):394–400.(ZHOU Cuiying,TAN Xiangshao,DENG Yimei. Research on softenging micro-mechanism of special soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(3):394–400.(in Chinese))
[70] 周翠英,邓毅梅,谭祥韶,等. 软岩在饱水过程中水溶液化学成分变化规律研究[J]. 岩石力学与工程学报,2004,23(22):3 813–3 817. (ZHOU Cuiying,DENG Yimei,TAN Xiangshao,et al. Testing study on variation regularities of solution components saturation of soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(22):3 813–3 817.(in Chinese))
[71] 郭永春,谢 强,文江泉. 红层泥岩崩解特性室内试验研究[J]. 路基工程,2008,(2):53–55.(GUO Yongchun,XIE Qiang,WEN Jiangquan. Laboratory experimental study ondisintegration characteristics of red mudstone[J]. Subgrade Engineering,2008,(2):53–55.(in Chinese))
[72] 周 辉,汤艳春,胡大伟,等. 盐岩裂隙渗流-溶解耦合模型及试验研究[J]. 岩石力学与工程学报,2006,25(5):946–950.(ZHOU Hui,TANG Yanchun,HU Dawei,et al. Study on coupled penetration-dissolving model and experiment for salt rock cracks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(5):946–950. (in Chinese))
[73] MIRONENKO M V,ZOLOTOV M Y. Equilibrium-kinetic model of water rock interaction[J]. Geochemistry International,2012,50(1):1–7.
[74] DU Y,XIE M W,JIA,J L. Stepped settlement:a possible mechanism for translational landslides[J]. CATENA,2020,187,104365.
[75] 王燕强. 红层区路堑边坡典型坡体结构类型及其变形破坏模式分析[J]. 甘肃水利水电技术,2015,51(3):21–24.(WANG Yanqiang. Analysis of typical slope structure types and failure modes of cutting slope in red bed area[J]. Gansu Water Resources and Hydropower Technology,2015,51(3):21–24.(in Chinese))
[76] 徐 伟,冉 涛,田 凯. 红层地区地质灾害发育规律与成灾特征——以彝良县为例[J/OL]. 中国地质灾害与防治学报,DOI:http://kns. cnki.net/kcms/detail/11.2852.p.20201030.1539.002.html.(XU Wei,RAN Tao,TIAN Kai. Characteristics and preventive measures of geohazards in red bed region – A case study of Yiliang County[J/OL]. The Chinese Journal of Geological Hazard and Control,DOI:http//kns. cnki.net/kcms/detail/11.2852.p.20201030.1539. 002.html.(in Chinese))
[77] 肖尚德,唐辉明,唐睿旋,等. 恩施盆地红层边坡变形破坏模式研究[J]. 工程地质学报,2016,24(6):1 080–1 087.(XIAO Shangde,TANG Huiming,TANG Ruixuan,et al. Study on deformation and failure modes of red layer slope in enshi basin[J]. Journal of Engineering Geology,2016,24(6):1 080–1 087.(in Chinese))
[78] 蒋 正,倪化勇,宋 志. 重庆丰都县城区红层边坡变形破坏模式与稳定性评价[J]. 中国地质灾害与防治学报,2018,29(6):23–32.(JIANG Zheng,NI Huayong,SONG Zhi. Deformation and failure modes and stability assessment of red bed slope in the urban area of Fengdu,Chongqing[J]. The Chinese Journal of Geological Hazard and Control,2018,29(6):23–32.(in Chinese))
[79] 张倬元,王士天,王兰生. 工程地质分析原理[M]. 北京:地质出版社,1994:351–352.(ZHANG Zhuoyuan,WANG Shitian,WANG Lansheng. Principle of engineering geology analysis[M]. Beijing:Geological publishing house,1994:351–352.(in Chinese))
[80] FAN X M,XU Q,ZHANG Z Y,et al. The genetic mechanism of a translational landslide[J]. Bulletin of Engineering Geology and The Environment,2009,68(2):231–244.
[81] 许 强,范宣梅,李 园,等. 板梁状滑坡形成条件、成因机制与防治措施[J]. 岩石力学与工程学报,2010,29(2):242–250.(XU Qiang,FAN Xuanmei,LI Yuan,et al. Formation condition,genetic mechanism and treatment measures of plate-shaped landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):242–250.(in Chinese))
[82] LIU Y M,WANG C H,GAO G Y,et al. Analysis of instability conditions and failure mode of a special type of translational landslide using a long-period monitoring data:a case study of the Wobaoshi landslide (Bazhong city,China)[J]. Natural Hazards and Earth System Sciences.,2020,20:1 305–1 319.
[83] XU Q,LIU H X,RAN J X,et al. Field monitoring of groundwater responses to heavy rainfalls and the early warning of the Kualiangzi landslide in Sichuan Basin,southwestern China[J]. Landslides,2016,13(6):1 555–1 570.
[84] 李 江,许 强,胡泽铭,等. 川东红层原状滑带土饱水软化试验研究[J]. 岩石力学与工程学报,2015,34(增2):4 333–4 342.(LI Jiang,XU Qiang,HU Zeming,et al. Experimental research on softening of undisturbed saturated slip soil in eastern of sichuan province red bed[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.2):4 333–4 342.(in Chinese))
[85] 周应华,邵 江,罗阳明. 近水平红层边坡变形破坏的力学机制分析[J]. 路基工程,2006,(1):6–7.(ZHOU Yinghua,SHAO Jiang,LUO Yangming. Analysis of mechanics formation of slope in approximate level red beds[J]. Subgrade Engineering,2006,(1):6–7.(in Chinese))
[86] 李 江,许 强,王 森,等. 川东红层地区降雨入渗模式与岩质滑坡成因机制研究[J]. 岩石力学与工程学报,2016,35(增2):4 044–4 062.(LI Jiang,XU Qiang,WANG Sen,et al. Research on rainfall infiltration models of slopes and formation mechanism of rock landslides in red stratum in the east of sichuan province[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.2):4 044–4 062.(in Chinese))
[87] 唐 然,许 强,吴 斌,等. 平推式滑坡运动距离计算模型研究[J]. 岩土力学,2018,39(3):101–111.(TANG Ran,XU Qiang,WU Bing,et al. Method of sliding distance calculation for translational landslides[J]. Rock and Soil Mechanics,2018,39(3):101–111.(in Chinese))
[88] ZHANG S,XU Q,ZHANG Q. Failure characteristics of gently inclined shallow landslides in Nanjiang,Southwest of China[J]. Engineering Geology,2017,217:1–11.
[89] 张 群,许 强,易靖松,等. 南江红层地区缓倾角浅层土质滑坡降雨入渗深度与成因机制研究[J]. 岩土工程学报,2016,38(8):1 447–1 455.(ZHANG Qun,XU Qiang,YI Jingsong,et al. Rainfall infiltration depth and formation mechanism of slow-inclination soil landslides in Nanjiang[J]. Chinese Journal of Geotechnical Engineering,2016,38(8):1 447–1 455.(in Chinese))
[90] SASSA K,PICARELLI L,YIN Y P. Monitoring,Prediction and Early Warning[C]// Landslides-Disaster Risk Reduction. SASSA K,CANUTI P,ed. Berlin:Springer-Verlag Berlin Heidelberg,2009:351–375. |
|
|
|