用户名: 密码: 验证码:
Research on loess-paleosol engineering geology features from the borehole cores of a typical section in Baoji area, Shaanxi province, China
详细信息    查看全文
  • 作者:Tan Chengxuan ; Sun Weifeng ; Meng Jing ; Zhang Chunshan…
  • 关键词:Baoji area ; Jiacun terrace typical loess ; paleosol section ; Physical–mechanical parameters ; Material formation
  • 刊名:Environmental Earth Sciences
  • 出版年:2015
  • 出版时间:September 2015
  • 年:2015
  • 卷:74
  • 期:5
  • 页码:4469-4491
  • 全文大小:3,816 KB
  • 参考文献:Cui ZX, Yang ZD (1994) Analysis on deformation mechanism of landslide and its prevention strategies in loess plateau (in Chinese with English abstract). Bull Soil Water Conserv 14(6):48-2
    Derbyshire E (2001) Geological hazards in loess terrain, with particular reference to the loess regions of China. Earth Sci Rev 54:231-60CrossRef
    Derbyshire E, Meng XM, Wang JT, Zhou ZQ, Li BX (1995) Collapsible loess on the plateau of China. In: Deryshire E et al (eds) Genesis and properties of collapsible soils. Springer, Heidelberg, pp 267-93CrossRef
    Ding ZL, Liu TS (1989) Progresses of loess research in China (part I): loess stratigraphy (in Chinese with English abstract). Quat Sci 9(1):24-5
    Ding ZL, Liu TS, Liu XM (1989) The 37 climatic cycles in the past 250?×?104?years (in Chinese with English abstract). Chin Sci Bull 34(19):1494-496
    Duan RW (1993) The strength character of loess in Longxi area of GanSu (in Chinese with English abstract). Northwest Seismolog J 15(1):67-1
    Duan RW, Wang J, Li L (1997) On relationship between physical mechanical indices and vulnerability of loess (in Chinese with English abstract). Northwest Seismolog J 19(3):81-5
    Gao GR (1980a) Chinese loess microstructure (in Chinese with English abstract). Chin Sci Bull 25(20):945-48
    Gao GR (1980b) Classification of microstructure and collapsibility of loess (in Chinese with English abstract). Sci China Ser A 23(12):1203-208
    Gao GR (1990) Structure theory of loess soil deformation (in Chinese with English abstract). Chin J Geotechnical Eng 12:1-
    Gao GR, Han AM (2005) Distribution of regional soils in China and formation of their special geotechnical properties (in Chinese with English abstract). Chin J Geotech Eng 27(5):511-15
    Guan WZ (1992) New development on engineering features of collapsible loess. Xi’an Jiao Tong University Press, Xi’an
    Lai TW, He B (2003) The variability and correlativity of physical and mechanical parameter of loess (in Chinese with English abstract). J Lanzhou Rail Univ Nat Sci 22(6):110-12
    Lei XY (1989) The relation between loess micro-texture types and physical-mechanical parameters (in Chinese with English abstract). Acta Geol Sinica 2:182-90
    Li YF (1994) A study on penetrability and void of loess. Geological Publishing House, Beijing
    Lin ZG, Liang WM (1982) Engineering properties and zoning of loess and loess-like soils in China. Can Geot J 19:76-1CrossRef
    Liu TS (1985) Loess and environments. Science Press, Beijing
    Liu TS (1996) Composition and texture of loess. Science Press, Beijing
    Liu TS, Sun JM, Wu WX (2001) Past, present and future of the Chinese loess research: a discussion on the reality of facts and myth (in Chinese with English abstract). Quat Sci 21(3):185-07
    Luo YS (2000) Experiment analysis on typical loess dynamic features and its parameters in China. Xi’an Technology University Publishing House, Xi’an
    Ministry of Construction of People’s Republic of China (2004) National Standards of People’s Republic of China—collapsible loess zone building code (GB50025-2004)
    Qu YX, Zhang YS, Qin ZM (1999) Hipparion laterite and landslide hazards on loess plateau of northwestern China (in Chinese with English abstract). J Eng Geol 7(3):257-65
    Shen ZJ (1994) A approach to loess mechanics research (in Chinese with English abstract). In: Proceedings of the seminar on unsaturated soil in Sino-Canada, Wuhuan, pp 153-60
    Skempton AW (1985) Residual Strength of clays in landslide, folded strata and the laboratory. Geotech Lond 35(1):3-81CrossRef
    Sun B (1999) Analysis on development of landform for loess landslide in northern region of Shaanxi province (in Chinese with English abstract). J Rail Eng Soc 1:67-1
    Sun JZ (2005) Loessology (part one). HongKong Archaeological Society, HongKong
    Sun JZ, Yuan WH, Li HQ (2005) “Quaternary-should be reserved or discard, and where is its lower boundary (in Chinese with English abstract)? Quat Sci 25(6):670-75
    Wang JG (1992) A micromechanical structural analysis of collapse deformation of loess. In: 7th International Conference on Expansive Soils
    Wang GX (1997) Sliding mechanism and prediction of critical sliding of Huangci landslide in Yongjing county, GanSu province (in Chinese with English abstract). J Catastrophol 12(3):23-7
    Wang JD (2001) A study on compound mechanism of earthquake-related sliding displacements on gently inclined loess-paleosol slope (in Chinese with English abstract). Chin J Geotech Eng 23(4):446-50
    Wang YY, Lin ZG (1990) Structural features and physical and mechanical properties of Chinese loess. Science Press, Beijing
    Wang WS, Wan X (2001) Distribution regularity and forming condition of loess landslide (in Chinese with English abstract). J Catastrophol 16(2):82-6
    Wang ZR, Wang NQ (2004) A summary of present study on loess landslides (in Chinese with English abstract). Soil Water Conserv China 11:16-8
    Wang DY, Du ZC, Zhang MS (2004) Geologica
  • 作者单位:Tan Chengxuan (1) (2)
    Sun Weifeng (1) (2)
    Meng Jing (1) (2)
    Zhang Chunshan (1) (2)
    Wu Shuren (1) (2)
    Shi Jusong (1) (2)
    Li Bin (1) (2)
    Wang Tao (1) (2)

    1. Key Laboratory of Neotectonic Movement and Geohazard, Ministry of Land and Resources, Beijing, 100081, China
    2. Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing, 100081, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:None Assigned
  • 出版者:Springer Berlin Heidelberg
  • ISSN:1866-6299
文摘
Despite the vast amount of research regarding loess-paleosol engineering geology features on the Loess Plateau in Northwest China, a completely systematic study from Holocene series (Q4) to Lower Pleistocene series (Q1) is absent. Investigation into this yet unexplored problem was done firstly by sampling undisturbed cores in a typical loess-paleosol section at Jiacun Terrace in Baoji area, Shaanxi province, China. Then physical–mechanical parameters and material formation of the cores were systematically tested in the office. The results show that there is an inversely proportional correlation between density and void ratio, and a directionally proportional correlation between liquid limit and plastic index. The results also show an inversely proportional correlation between compression modulus and compressible factor, and an inverse relationship between internal cohesion and internal friction angle. The depth of collapsible soils in the borehole is about 7.8 m, which is more accurate than published data. The analysis on grain sizes and carbonate content shows that there is a directionally proportional correlation between 0.075-.010 mm grain content and carbonate content, both of which have inversely proportional correlations with internal cohesion and are directly proportional to internal friction angle. Testing on major clay minerals has proven that there are directly proportional relationships between <0.002 mm colloid grain content with major clay minerals and internal cohesion, as well as an inversely proportional relationship with internal friction angle. In addition, testing also shows that the dominant clay minerals in loess-paleosol series are the mixed-layer illite/montmorillonite (I/S), and are not single illite or montmorillonite or kaolinite. This testing and analyzing of undisturbed core samples from a typical loess-paleosol section is important to the exploration of landslide-triggering mechanisms and engineering construction safety. Keywords Baoji area Jiacun terrace typical loess-paleosol section Physical–mechanical parameters Material formation

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700