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Shengyuan Song

Researcher at Jilin University

Publications -  30
Citations -  459

Shengyuan Song is an academic researcher from Jilin University. The author has contributed to research in topics: Rock mass classification & Fracture (geology). The author has an hindex of 10, co-authored 30 publications receiving 250 citations. Previous affiliations of Shengyuan Song include Chengdu University of Technology.

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K-means Algorithm Based on Particle Swarm Optimization for the Identification of Rock Discontinuity Sets

TL;DR: List of Symbols a Dip direction ( ) b Dip angle ( ) cj Center of the jth cluster h Deviation angle from the mean orientation angle D Dimension of the search space Ds Discontinuity data set d Search direction ei Unit normal vector of the ith discontinuity f Cost function (fitness value) iter Iteration number K Number of clusters n Normalized eigenvector M Orientation cosine matrix l1, l2 Learning factors N Population size of particles
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Quantitative estimation of debris flow source materials by integrating multi-source data: A case study

TL;DR: In this paper, a multi-source method using field surveys, optical remote sensing interpretation, and interferometric synthetic aperture radar (InSAR) technology was developed to estimate the volume of source materials in the debris flow in the Xulong Gully (XLG), China.
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Landslide Susceptibility Mapping in Vertical Distribution Law of Precipitation Area: Case of the Xulong Hydropower Station Reservoir, Southwestern China

TL;DR: In this article, the authors focused on landslide susceptibility analysis mapping of the Xulong hydropower station reservoir, which is located in the upstream of Jinsha River, a rapidly uplifting region of the Tibetan Plateau region.
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Soil-engineering properties and failure mechanisms of shallow landslides in soft-rock materials

TL;DR: In this paper, a case study of a shallow landslide that recently occurred in this section, the Xinyan landslide, which occurred in a road embankment composed of soft-rock materials, is studied.
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Identification of structural domain boundaries at the Songta dam site based on nonparametric tests

TL;DR: In this article, the structural domain boundaries in a rock mass were determined by comparing the number of joint poles occurring in corresponding sectors on stereonets, and the Kolmogorov-Smirnov and Wilcoxon rank sum nonparametric tests were used to evaluate the homogeneity of the structural populations collected from four adjacent adits at the Songta dam site.