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Abstract

Widely-graded soil deposits are very common in nature, including colluvial soil landslides, residual soil slopes, the natural loose-packing dams of barrier lakes, glacial till deposits, etc. For example, quite a number of the natural slopes in the Three-Gorges Reservoir Zone (TGTZ), landslides in Hong Kong, and colluvial soil deposits formed after the Wenchuan earthquake are composed of colluvial soils. The grain-size analysis of colluvial soils reveals that such soils are often widely-graded with a small sand fraction and show a bimodal feature of grain-size distribution.

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References

  • Alonso E, Gens A, Lloret A, Delahaye C (1995) Effect of rain infiltration on the stability of slopes. In: Proceedings of the 1st international conference on unsaturated soils. Paris, France, 6–8 Sept 1995, pp 241–249

    Google Scholar 

  • Anderson SA, Sitar N (1995) Analysis of rainfall-induced debris flows. J Geotech Eng 121(7):544–552

    Article  Google Scholar 

  • Au SWC (1998) Rain-induced slope instability in Hong Kong. Eng Geol 51(1):1–36

    Article  Google Scholar 

  • Brand EW (1981) Some thoughts on rain-induced slope failure. In: Proceedings of the 10th international conference on soil mechanics and foundation engineering, vol 3, London, pp 374–376

    Google Scholar 

  • Cascini L, Cuomo S, Pastor M, Sorbino G (2010) Modeling of rainfall-induced shallow landslides of the flow-type. J Geotech Geoenviron Eng 136(1):85–98

    Article  Google Scholar 

  • Chen H, Lee CF, Law KT (2004) Causative mechanisms of rainfall-induced fill slope failures. J Geotech Geoenviron Eng 130(6):593–602

    Article  Google Scholar 

  • Chu J, Leroueil S, Leong WK (2003) Unstable behavior of sand and its implication for slope stability. Can Geotech J 40(5):873–885

    Article  Google Scholar 

  • Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron Eng 130(4):362–372

    Article  Google Scholar 

  • Dai FC, Lee CF, Wang SJ (2003) Characterization of rainfall-induced landslides. Int J Remote Sens 24(23):4817–4834

    Article  Google Scholar 

  • Dai FC, Lee CF (2002) Landslide characteristics and slope instability modeling using GIS, Lantau Island, Hong Kong, Geomorphology 42(3-4):213-228

    Google Scholar 

  • Dai FC, Xu C, Yao X, Xu L, Tu XB, Gong QM (2010) Spatial distribution of landslides triggered by the 2008 Ms 8.0 Wenchuan earthquake, China. J Asian Earth Sci 40(4):883–895

    Google Scholar 

  • Emily YY, Yeung MP, Sharon TT (2015) Hong Kong’s emergency and disaster response system

    Google Scholar 

  • Evans NC, Huang SW, King J (1999) The natural terrain landslide study: phases I and II. Geo report no. 73. Geotechnical Engineering Office, Hong Kong

    Google Scholar 

  • Fannin RJ, Eliadorani A, Wilkinson JMT (2005) Shear strength of cohesionless soils at low stress. Geotechnique 55(6):467–478

    Article  Google Scholar 

  • Fourie AB (1996) Predicting rainfall-induced slope instability. Proc Int Conf Inst Civ Eng Geotech Eng 119(4):211–218

    Google Scholar 

  • Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York

    Book  Google Scholar 

  • GEO (2004) Geotechnical manual for slopes, 2nd edn (1984)

    Google Scholar 

  • He KQ, Wang SJ (2006) Double-parameter threshold and its formation mechanism of the colluvial landslide: Xintan landslide. China Environ Geol 49(5):696–707

    Article  Google Scholar 

  • Lade PV (1992) Static instability and liquefaction of lose fine sandy slopes. Geotech Geol Eng 118(1):51–72

    Article  Google Scholar 

  • Lade PV (1993) Initiation of static instability in the submarine Nerlerk berm. Can Geotech J 30:895–904

    Article  Google Scholar 

  • Lade PV, Pradel D (1990) Stability and flow of granular materials: experimental investigation. J Eng Mech 116(11):2532–2550

    Article  Google Scholar 

  • Lumb P (1962) Effect of rain storms on slope stability. In: Proceedings of the symposium on Hong Kong soils. Hong Kong, pp 73–87

    Google Scholar 

  • Lumb P (1975) Slope Failures in Hong Kong. Quart J Eng Geol Geol Soc Lond 8:31–55

    Google Scholar 

  • Mair RJ (1993) Developments in geotechnical engineering research. Proc Inst Civ Eng Lond 93:30–37

    Google Scholar 

  • Ng CWW, Shi Q (1998) Numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 22(1):1–28

    Article  Google Scholar 

  • Riemer MF (1992) The effects of testing conditions on the constitutive behavior of loose, saturated sands under monotonic loading. Ph.D. thesis. University of California, Berkeley, CA

    Google Scholar 

  • Sun HW, Tsui HM (2003) Review of notable landslide incidents during slope works. Geo report no.171. Geotechnical Engineering Office, Hong Kong

    Google Scholar 

  • The Yangtze Water Conservancy Commission (1997) Engineering geology of the three gorge project. Hubei Science and Technology Press, Wuhan

    Google Scholar 

  • Wang G, Sassa K (2001) Factors affecting rainfall-induced flowslides in laboratory flume tests. Geotechnique 57(7):587–599

    Article  Google Scholar 

  • Wu TH (2003) Assessment of landslide hazard under combined loading. Can Geotech J 40(4):821–829

    Article  Google Scholar 

  • Yang J (2002) Non-uniqueness of flow liquefaction line for loose sand. Geotechnique 52(10):757–760

    Article  Google Scholar 

  • Yang HP, Wang JS (2009) Geological features and cause analysis of Qianjiangping landslide of July 13, 2003 on three gorges reservior. J Eng Geol 17(2):233–239 (in Chinese)

    Google Scholar 

  • Zhang LM (2009) Challenges in multi-hazard risk assessment and management: geohazard chain in Beichuan Town caused by Great Wenchuan earthquake. In: Geotechnical risk and safety. Taylor and Francis Group, London, pp 237–244

    Google Scholar 

  • Zhang LM, Chen Q (2005) Predicting bimodal soil-water characteristic curves. J Geotech Geoenviron Eng 131(5):666–670

    Article  Google Scholar 

Download references

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Li, X., Zhao, H., Zhang, L. (2023). Introduction. In: Fundamental Behavior of Unsaturated Widely-Graded Soil. Springer, Singapore. https://doi.org/10.1007/978-981-19-3402-5_1

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  • DOI: https://doi.org/10.1007/978-981-19-3402-5_1

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