(1) Data content: This data set is based on the Xuelongnang landslide in the Sanjiang basin of the Qinghai-Tibet Plateau, and reconstructs the counter-bedding slope before the slide; the counter-bedding slope before the slide is used as a reference for the shaking table model test, which is used to design the shaking table model test model and the sensor layout diagram for the counter-bedding rock slope, and a special joint is set in the model slope, and the deployed sensors are the acceleration sensors and the velocity sensors. (2) Data source and processing method: The data set is drawn by Guo Mingzhu of Beijing University of Technology using CAD software. (3) The data provide reference for the subsequent shaking table model test implementation.

File naming and required software

File naming: the model and sensor layout are stored in picture format. The file names are "model. JPG" and "sensor. JPG". Data reading method: the data can be opened directly with picture tools (such as photos).

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Cite as:

Guo, M. (2022). Shaking table model test data for counter-bedding rock slope - model and sensor layout diagram (2019-2021). A Big Earth Data Platform for Three Poles, DOI: 10.11888/SolidEar.tpdc.272157. CSTR: 18406.11.SolidEar.tpdc.272157. (Download the reference： RIS | Bibtex )

Using this data, the data citation is required to be referenced and the related literatures are suggested to be cited.

Support Program

Catastrophic mechanisms and risk control of disastrous landslides in the Tibetan Plateau (No:2018YFC1505000)

Endogenic and exogenic geological conditions and coupling effects on the occurrence of landslide hazard (No:2018YFC1505001)

Copyright & License

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License： This work is licensed under an Attribution 4.0 International (CC BY 4.0)