@article{ref1,
title="Numerical model and flume experiments of single- and two-layered hillslope flow related to slope failure",
journal="Landslides",
year="2010",
author="Sharma, Raj and Nakagawa, Hajime",
volume="7",
number="4",
pages="425-432",
abstract="A hillslope flow model is developed considering 3D saturated and unsaturated flow of water during rainfall events. A finite difference-based numerical model of hillslope flow processes is developed. Four different experiments are done to see the effects of a single- and double-layered soil in pore-water pressure dynamics and slope failure. Results from the numerical model are verified with experimental results. The numerical and experimental values of the pore-water pressure and moisture contents are in good agreement. The results show that the hillslope heterogeneity caused by multiple layers of soil has greater influence on hillslope pore-pressure dynamics and slope failure patterns. The depth of slope failure shows high dependency on layering characteristics of the soil slope and pattern of rainfall. The proposed model provides a perspective on failure mechanism of a single- or double-layered slope under rainfall infiltration.<p />",
language="",
issn="1612-510X",
doi="10.1007/s10346-010-0205-0",
url="http://dx.doi.org/10.1007/s10346-010-0205-0"
}