HE Shao-qi, LIU Yuan-xue, YANG Jun-tang, et al. A component response mode and multi-factor model
for accumulation landslide displacement induced by reservoir[J]. 2020, 41(8): 2773-2784.
HE Shao-qi, LIU Yuan-xue, YANG Jun-tang, et al. A component response mode and multi-factor model
for accumulation landslide displacement induced by reservoir[J]. 2020, 41(8): 2773-2784.DOI: 10.16285/j.rsm.2019.0537.
In order to more realistically describe the explicit relation between the displacement of the reservoir bank accumulation layer landslide and its influencing factors
and overcome the shortcomings of the existing superimposed component response model which is difficult to construct the displacement regression function
a new decomposition mode—fluctuation ratio is defined
while the displacement increment is expressed as the product of the fluctuation ratio and the trend item increment. Wangyemiao landslide
a typical accumulation landslide in the Three Gorges Reservoir area
is investigated as an example. The lowpass FFT filtering method is used to obtain the trend term displacement component. The monthly rainfall
the monthly reservoir water level and the previous month's fluctuation ratio are determined as the core factor combination. The K-means algorithm is used to establish the correlation function between each single factor and the fluctuation ratio. Then a multi-factor generalized model composed of the evoked factor term and the control term is proposed. Compared with the actual monitoring displacement and the values predicted by several other methods
our model has better prediction effect and simple operation; furthermore
the displacement components can be clearly explained. Four other typical landslides in the Three Gorges Reservoir area are selected for comprehensive comparative study
the results further verify its rationality. This method can accurately reflect the comprehensive response of landslide displacement with time lapse
multi-factor influence and state constraint
which provides a new idea for studying the evolution mechanism and time-space prediction of this type of landslide.