宝鸡地区典型黄土剖面钻孔岩芯工程地质特性研究

谭成轩 孙炜锋 张春山 吴树仁 石菊松 李滨 王涛

谭成轩, 孙炜锋, 张春山, 吴树仁, 石菊松, 李滨, 王涛. 2011: 宝鸡地区典型黄土剖面钻孔岩芯工程地质特性研究. 工程地质学报, 19(5): 732-748.
引用本文: 谭成轩, 孙炜锋, 张春山, 吴树仁, 石菊松, 李滨, 王涛. 2011: 宝鸡地区典型黄土剖面钻孔岩芯工程地质特性研究. 工程地质学报, 19(5): 732-748.
TAN Chengxuan, SUN Weifeng, ZHANG Chunshan, WU Shuren, SHI Jusong, LI Bin, WANG Tao. 2011: ENGINEERING GEOLOGICAL FEATURES FROM BOREHOLE CORES FOR TYPICAL LOESS SECTION IN BAOJI REGION OF LOESS PLATEAU. JOURNAL OF ENGINEERING GEOLOGY, 19(5): 732-748.
Citation: TAN Chengxuan, SUN Weifeng, ZHANG Chunshan, WU Shuren, SHI Jusong, LI Bin, WANG Tao. 2011: ENGINEERING GEOLOGICAL FEATURES FROM BOREHOLE CORES FOR TYPICAL LOESS SECTION IN BAOJI REGION OF LOESS PLATEAU. JOURNAL OF ENGINEERING GEOLOGY, 19(5): 732-748.

宝鸡地区典型黄土剖面钻孔岩芯工程地质特性研究

基金项目: 

国家十一五科技支撑课题(2006BAC04B05),中国地质调查局项目(1212010640401)和国家科技支撑计划课题(2008BAK47B04)

详细信息
    作者简介:

    谭成轩,主要从事区域地壳稳定性评价、工程地质和地质灾害研究.Email: tanchengxuan@tom.com

  • 中图分类号: P642

ENGINEERING GEOLOGICAL FEATURES FROM BOREHOLE CORES FOR TYPICAL LOESS SECTION IN BAOJI REGION OF LOESS PLATEAU

  • 摘要: 在野外详细调查的基础上,对宝鸡市陈仓区贾村塬典型黄土剖面进行了原状全程取芯钻探工程,并开展了室内系统物理力学参数和物质组成测试分析,以探讨滑坡形成机制。系统的测试分析表明:密度和孔隙比之间成负相关关系; 液限和塑限之间呈正相关关系,两者曲线波动的规律基本一致; 压缩模量和压缩系数成负相关关系; 内聚力和内摩擦角呈负相关的关系,但数据波动较大。典型黄土剖面黄土与古土壤颗粒组成、碳酸盐含量及主要黏土矿物分析表明: 0.075~0.010mm粗粉土粒含量和碳酸盐含量呈正相关关系,二者与内聚力呈负相关关系,而与内摩擦角呈正相关关系; 0.002mm胶粒成分主要为伊利石蒙脱石混层矿物,其次为伊利石和高岭石,并与内聚力呈正相关关系,而与内摩擦角呈负相关关系。
  • [1] 刘东生,孙继敏,吴文祥.中国黄土研究的历史、现状和未来;一次事实与故事相结合的讨论.第四纪研究, 2001, 21 (3): 185~207. Liu Tungsheng,Sun Jimin,Wu Wenxiang. Past,present and future of the Chinese loess research: a discussion on the reality of facts and myth.Quaternary Sciences, 2001, 21 (3): 185~207.

    [2] 刘东生,等.黄土与环境.北京:科学出版社, 1985. Liu Tungsheng, et al. Loess and environments.Beijing: Science Press, 1985.

    [3] 孙建中.黄土学(上篇).香港:香港考古学会出版, 2005. Sun Jianzhong.Loessology(Part one).HongKong:HongKong Archaeological Society, 2005.

    [4] 刘东生,等.黄土的物质成分和结构.北京:科学出版社, 1966. Liu Tungsheng, et al.Composition and texture of loess.Beijing: Science Press, 1966.

    [5] 丁仲礼,刘东生.中国黄土研究新进展(一):黄土地层.第四纪研究, 1989, 9 (1): 24~35. Ding Zhongli,Liu Tungsheng.Progresses of loess research in China(part Ⅰ): loesstratigraphy.Quaternary Sciences, 1989, 9 (1): 24~35.

    [6] 丁仲礼,刘东生,刘秀铭,等.250万年以来的37个气候旋回.科学通报, 1989, 34 (19): 1494~1496. Ding Zhongli,Liu Tungsheng,Liu Xiuming, et al.The 37 climatic cycles in the past 250×104 years.Chinese Science Bulletin, 1989, 34 (19): 1494~1496.

    [7] 孙建中,袁维红,李慧琴."第四纪"一词之存废及其下界之浅见.第四纪研究, 2005, 25 (6): 670~675. Sun Jianzhong,Yuan Weihong,Li Huiqin."Quaternary"should be reserved or discard,and where is its lower boundary?Quaternary Sciences, 2005, 25 (6): 670~675.

    [8] 雷祥义.黄土显微结构类型与物理力学性质指标之间的关系.地质学报, 1989,(2): 182~190. Lei Xiangyi.The relation between loess micro-texture types and physical-mechanical parameters.Acta Geologica Sinica, 1989,(2): 182~190.

    [9] 岳应利.黄土工程力学性质的变化及控制因素.陕西师范大学学报(自然科学版), 2002, 30 (1): 111~115. Yue Yingli.Change of engineering mechanics character of loess and controlling factors.Journal of Shaanxi Normal University(Natural Science Edition), 2002, 30 (1): 111~115.

    [10] 赖天文,何斌.黄土物理力学性质指标的变异性及相关性分析.兰州铁道学院学报(自然科学版), 2003, 22 (6): 110~112. Lai Tianwen,He Bin.The variability and correlativity of physical and mechanical parameter of loess.Journal of Lanzhou Railway University(Natural Sciences), 2003, 22 (6): 110~112.

    [11] 岳应利.黄土高原西部黄土工程物理性质及其成因.中国沙漠, 2004, 24 (6): 680~684. Yue Yingli.Engineering physics property of loess and its causes in western loess plateau.Journal of Desert Research, 2004, 24 (6): 680~684.

    [12] 高国瑞,韩爱民.论中国区域性土的分布和岩土性质的形成.岩土工程学报, 2005, 27 (5): 511~515. Gao Guorui,Han Aimin.Distribution of regional soils in China and formation of their special geotechnical properties.Chinese Journal of Geotechnical Engineering, 2005, 27 (5): 511~515.

    [13] 谢定义.黄土力学特性与应用研究的过去、现在与未来.地下空间, 1999,(4): 273~284. Xie Dingyi.The past,present and future of the research on mechanical characteristics and application of loess.Underground Space, 1999,(4): 273~284.

    [14] 谢定义.试论我国黄土力学研究中的若干新趋向.岩土工程学报, 2001, 23 (1): 3~12. Xie Dingyi.Exploration of some new tendencies in research of loess soil mechanics.Chinese Journal of Geotechnical Engineering, 2001, 23 (1): 3~12.

    [15] 谢定义,齐吉琳.土结构性及其定量化参数研究的新途径.岩土工程学报, 1999,(6): 651~656. Xie Dingyi,Qi Jilin.Soil structure characteristics and new approach in research on its quantitative parameter.Chinese Journal of Geotechnical Engineering, 1999,(6): 651~656.

    [16] 张永双,曲永新.万家寨引黄工程大梁段砂黄土的工程地质特性研究.岩土工程学报, 2004, 26 (2): 229~233. Zhang Yongshuang,Qu Yongxin.Engineering properties of sand-loess from the Daliang region along the Wanjiazhai water diversion project.Chinese Journal of Geotechnical Engineering, 2004, 26 (2): 229~233.

    [17] 张永双,曲永新.黄土高原马兰黄土黏土矿物的定量研究.地质论评, 2004, 50 (5): 530~537. Zhang Yongshuang,Qu Yongxin.Quantitative research on clay mineral composition of the Malan loess from the loess plateau in China.Geological Review, 2004, 50 (5): 530~537.

    [18] 张永双,曲永新.陕北晋西砂黄土的胶结物与胶结作用的研究.工程地质学报, 2005, 11 (1): 18~28. Zhang Yongshuang,Qu Yongxin.Cements of sand loess and their cementation in north Shaanxi and west Shanxi.Journal of Engineering Geology, 2005, 11 (1): 18~28.

    [19] 王永焱,林在贯.中国黄土的结构特征与物理力学性质.北京:科学出版社, 1990. Wang Yongyan,Lin Zaiguan.Structural features and physical and mechanical properties of Chinese loess.Beijing: Science Press, 1990.

    [20] 段汝文,王峻,李兰.黄土的物理力学指标与黄土易损性分析研究.西北地震学报, 1997, 19 (3): 81~85. Duan Ruwen,Wang Jun,Li Lan.On relationship between physical mechanical indices and vulnerability of loess.Northwestern Seismological Journal, 1997, 19 (3): 81~85.

    [21] 段汝文.陇西黄土的强度特性.西北地震学报, 1993, 15 (1): 67~71. Duan Ruwen.The strength character of loess in longxi area of GanSu.North Western Seismological Journal, 1993, 15 (1): 67~71.

    [22] 关文章.湿陷性黄土工程性能新篇.西安:西安交通大学出版社, 1992. Guan Wenzhang.New development on engineering features of collapsible loess.Xi'an:Xi'an Jiao Tong University Press, 1992.

    [23] 高国瑞.中国黄土微结构.科学通报, 1980, 25 (20): 945~948. Gao Guorui.Chinese loess microstructure.Chinese Science.Bulletin, 1980, 25 (20): 945~948.

    [24] 高国瑞.黄土显微结构分类与湿陷性.中国科学(A辑), 1980, 23 (12): 1203~1208. Gao Guorui.Classification of microstructure and collapsibility of loess.Science in China(Series A), 1980, 23 (12): 1203~1208.

    [25] 高国瑞.黄土湿陷变形的结构理论.岩土工程学报, 1990, 12 : 1~9. Gao Guorui.Structure theory of loess soil deformation.Chinese Journal of Geotechnical Engineering, 1990, 12 : 1~9.

    [26] 沈珠江.关于黄土力学的研究途径 .中加非饱和土学术研讨会论文集 ,武汉, 1994, 153~60. Shen Zhujiang.A approach to loess mechanics research.Proceedings of the seminar on unsaturated soil in Sino-Canada,Wuhuan, 1994, 153~60.

    [27] 骆亚生.中国典型黄土动力特性及其参数的试验分析.西安:西安理工大学出版社, 2000. Luo Yashang.Experiment analysis on typical loess dynamic features and its parameters in China.Xi'an:Xi'an Technology University Publishing House, 2000.

    [28] 李云峰.黄土渗透性与孔隙性研究.北京:地质出版社, 1994. Li Yunfeng.A study on penetrability and porosity of loess.Beijing:Geological Publishing House, 1994.

    [29] 赵景波,童心刚,张晓龙等.陕西长安县杨湾剖面黄土含水条件研究.陕西师范大学学报(自然科学版), 2002, 30 (3): 109~113. Zho Jingbo,Tong Xingang,Zhang Xiaolong et al.Moisture content of loess profile at Yangwan village in Chang'an county of Shaanxi province.Journal of Shaanxi Normal University(Natural Science Edition), 2002, 30 (3): 109~113.

    [30] Wang Jianguo.A Micromechanical Structural Analysis of Collapse Deformation of Loess. 7th International Conference on Expansive Soils, 1992.

    [31] 武孟元,王险峰.绳索取芯钻探施工技术.水科学与工程技术, 2006,(3): 5~6. Wu Mengyuan,Wang Xianfeag.Construction technology of line core drilling.Water Sciences and Engineering Technology, 2006,(3): 5~6.

    [32] 朱永宜.KZ型单动双管取心钻具的研制与应用.石油钻探技术, 2006, 34 (3): 19~22. Zhu Yongyi.Development and application of Kz single rotary and double tube core barrel.Petroleum Drilling Techniques, 2006, 34 (3): 19~22.

    [33] 文宝萍.黄土地区典型滑坡预测预报及减灾对策研究.北京:地质出版社, 1997. Wen Baoping.Typical loess landslides forecast and countermeasures.Beijing:Geological Publishing House, 1997.

    [34] 吴玮江.甘肃省东部滑坡发育规律初探.兰州大学学报, 1992.28(增刊): 124~130. Wu Weijiang.An approach to developing law in the eastern part of Gansu province.Journal of Lanzhou University, 1992. 28 (supp.): 124~130.

    [35] 王恭先.甘肃省永靖县黄茨滑坡的滑动机理与临滑预报.灾害学, 1997, 12 (3): 23~27.。
     
    Wang Gongxian.Sliding mechanism and prediction of critical sliding of Huangci landslide in Yongjing county,GanSu porovince.Journal of Catastrophology, 1997, 12 (3): 23~27.

    [36] 王家鼎.强震作用下低角度黄土斜坡滑移的复合机理研究.岩土工程学报, 2001, 23 (4): 446~450. Wang Jiading.A study on compound mechanism of earthquake-related sliding displacements on gently inclined loess slope.Chinese Journal of Geotechnical Engineering, 2001, 23 (4): 446~450.

    [37] 曲永新,张永双,覃祖淼.三趾马红土与西北黄土高原滑坡.工程地质学报, 1999, 7 (3): 257~265. Qu Yongxin,Zhang Yongshuang,Qin Zumiao.Hipparion laterite and landslide hazards on loess plateau of northwestern China.Journal of Engineering Geology, 1999, 7 (3): 257~265.

    [38] 孙波.陕北黄土滑坡地貌演变分析.铁道工程学报, 1999,(1): 67~71. Sun Bo.Analysis on development of landform for loess landslide in northern region of shaanxi province.Journal of Railway Engineering Society, 1999,(1): 67~71.

    [39] 王维升,万鑫.浅议黄土滑坡的分布规律及形成条件.灾害学, 2001, 16 (2): 82~86. Wang Weisheng,Wan Xin.Distribution regularity and forming condition of loess landslide.Journal of Catastrophology, 2001, 16 (2): 82~86.

    [40] 王德耀,杜忠潮,张满社.陕西省泾阳南塬崩塌、滑坡地质灾害及成因分析.水土保持通报, 2004, 24 (4): 34~37. Wang Deyao,Du Zhongchao,Zhang Manshe.Geological hazard of cliff collapse,landslide and their occurrence in southern Jingyang county of Shaanxi province.Bulletin of Soil and Water Conservation, 2004, 24 (4): 34~37.

    [41] 文宝萍,王思敬,王恩志等.黄土-红层接触面滑坡的变形特征.地质学报, 2005, 79(1): 144. Wen Baoping,Wang Sijing,Wang Enzhi et al.Deformation feature of the contactsurfacein landslide between loess and red clay.Acta Geologica Sinica, 2005, 79(1): 144.

    [42] 王志荣,王念秦.黄土滑坡研究现状综述.中国水土保持, 2004,(11): 16~18. Wang Zhirong Wang Nianqin.A summary of present study on loess landslides.Soil and Water Conservation in China, 2004,(11): 16~18.

    [43] 崔中兴,杨作栋.黄土地区滑坡的机理分析及防治对策.水土保持通报, 1994, 14 (6): 48~52. Cui Zhongxing,Yang Zuodong.Analysis on deformation mechanism of landslide and its prevention strategies in loess plateau.Bulletin of Soil and Water Conservation, 1994, 14 (6): 48~52.

    [44] Skempton A.W.Residual Strength of clays in landslide,folded strata and the laboratory.Geotechnique,London, 1985, 35 (1): 3~181.
  • 加载中
计量
  • 文章访问数:  5476
  • HTML全文浏览量:  204
  • PDF下载量:  1233
  • 被引次数: 0
出版历程
  • 收稿日期:  2010-08-21
  • 修回日期:  2011-02-28
  • 刊出日期:  2011-10-25

目录

    /

    返回文章
    返回