Internal soil moisture and piezometric responses to rainfall-induced shallow slope failures |
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| Authors: | Huang Ching-Chuan Ju Yih-Jang Hwu Lih-Kang Lee Jin-Long |
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| Institution: | aDepartment of Civil Engineering, National Cheng Kung University, No. 1, Ta-Hsueh Road, Tainan 70101, Taiwan;bInstitute of Earthquake and Disaster Prevention Engineering, National Chi Nan University No. 1, University Road, Puli, Nantou Hsien 545, Taiwan |
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| Abstract: | Better knowledge regarding internal soil moisture and piezometric responses in the process of rainfall-induced shallow slope failures is the key to an effective prediction of the landslide and/or debris flow initiation. To this end, internal soil moisture and piezometric response of 0.7-m-deep, 1.5-m-wide, 1.7-m-high, and 3.94-m-long semi-infinite sandy slopes rested on a bi-linear impermeable bedrock were explored using a chute test facility with artificial rainfall applications. The internal response time defined by the inflection point of the soil moisture and piezometric response curves obtained along the soil–bedrock interface were closely related to some critical failure states, such as the slope toe failure and extensive slope failures. It was also found that the response times obtained at the point of abrupt bedrock slope decrease can be used as indicators for the initiation of rainfall-induced shallow slope failures. An investigation of spatial distributions of soil water content, ω (or degrees of saturation, Sr), in the slope at critical failure states shows that the 0.2 m – below – surface zone remains unsaturated with Sr  40–60%, regardless of their distances from the toe and the rainfall intensity. Non-uniform distributions of ω (or Sr) along the soil–bedrock interface at critical failure states were always associated with near-saturation states (Sr 80–100%) around the point of bedrock slope change or around the transient ‘toe’ upstream of the slumped mass induced by the retrogressive failure of the slope. These observations suggest the important role of the interflow along the soil–bedrock interface and the high soil water content (or high porewater pressure) around the point of bedrock slope deflection in the rainfall-induced failure of sandy slopes consisting of shallow impermeable bedrocks. The present study proposes an ‘internal response time’ criterion to substantiate the prediction of rainfall-induced shallow slope failures. It is believed that the ‘internal response time’ reflects the overall characteristics of a slope under rainfall infiltration and can be as useful as the conventional meteorology-based threshold times. The ‘internal response time’ theory can be generalized via numerical modeling of slope hydrology, slope geology and slope stability in the future. |
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| Keywords: | Slope failure Rainfall Soil moisture Porewater pressure Retrogressive failure Large-scale test |
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