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Jingjing Long

Researcher at China University of Geosciences (Wuhan)

Publications -  7
Citations -  103

Jingjing Long is an academic researcher from China University of Geosciences (Wuhan). The author has contributed to research in topics: Landslide & Pile. The author has an hindex of 3, co-authored 7 publications receiving 23 citations.

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Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China

TL;DR: In this article, the authors investigated the evolution characteristics of these landslides and presented a novel forecasting model for their displacements, which revealed the distribution characteristics and behavior of landslides developed along Xiangxi River.
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Mechanism analysis and partition characteristics of a recent highway landslide in Southwest China based on a 3D multi-point deformation monitoring system

TL;DR: In this paper, a highway landslide located in the mountainous region of Southwest China is taken as a representative example to carry out the initiation mechanism and deformation characteristics analysis, and study the intelligent partitioning method in this paper.
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Recent rainfall- and excavation-induced bedding rockslide occurring on 22 October 2018 along the Jian-En expressway, Hubei, China

TL;DR: In this paper, a bedding rockslide occurred on the right bank of the Jian-En expressway in Jianshi County, Hubei Province, Central China.
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A novel model for regional susceptibility mapping of rainfall-reservoir induced landslides in Jurassic slide-prone strata of western Hubei Province, Three Gorges Reservoir area

TL;DR: Wang et al. as mentioned in this paper proposed a hybrid model based on the two-step self-organizing mapping-random forest (two steps SOM-RF) algorithm to solve the current problem of identifying the true landslides and non-landslides.
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A Novel Approach for Determining Pile Spacing considering Interactions among Multilayered Sliding Masses in Colluvial Landslides

TL;DR: In this paper, the authors presented a novel method to determine the pile spacing with considering interactions of multilayered sliding masses in colluvial landslides, which is based on a generalized landslide model, equations for calculating stability coefficients of multilevel sliding masses were improved by examining the interactions among sliding masses.