Research and Application of Geomechanical Model Test 
Technology

Yongqiang Tang

doi:10.18686/gme.v2i2.4393

Research and Application of Geomechanical Model Test Technology

Yongqiang Tang

Abstract

Geomechanical model test is one of the commonly used experimental methods in the study of slope stability. It constructs the scale
model of slope, simulates the geological environment and load, and carries out the corresponding load experiment to study the stability of
slope and its influencing factors. This paper introduces the principles and characteristics of geomechanical model test from the aspects of
similar principle, model material selection and key simulation technology.

Keywords

Geomechanics; Physical simulation; Similarity principle; Model test

Full Text:

PDF

Included Database

References

[1] Chen Anmin, Gu Jincai, Shen Jun, etc. Research on the application of geomechanical model test technology [C].Proceedings of the first

Geotechnical and Underground Engineering Science and Technology Symposium of Ludong University in 2005.2005:179-184.

[2] Shen Tai. Progress in geomechanical model test techniques [J]. News of Yangtze Academy of Sciences, 2001, 18 (5): 32-36.

[3] Zeng Wenhao, Peng Xuefeng, Zhang Zi, et al. Study on the stress characteristics of the tunnel [J]. Journal of Underground Space and

Engineering, 2022, 18 (06): 2062-2071 + 2079.

[4] Wu Guanye, Zheng Huifeng, Xu Jianrong. Experimental study on stability and failure mechanism model under deep reinforcement of

three-dimensional complex block system [J]. Rock and soil mechanics, 2019, 40 (06): 2369-2378 + 2388.

[5] Ma Fangping, Li Zhongkui, Luo Guangfu. NIOS model materials and their application in geomechanical similar model tests [J]. Journal

of Hydropower Generation, 2004, 23 (1): 48-51.

[6] Ma Shiqiang, Liu Bin. Experimental study on the stable geomechanical model of Jinping High Slope [J]. Journal of Xihua University

(Natural Science Edition), 2008 (04): 101-104 + 6.

[7] Wu Jian, Zhang Zhenhua, Wang Xinglin, et al. Research on the inclined loading mode of the slope physical model [J]. Rock and soil

mechanics, 2012, 33 (03): 713-718.

[8] Li Shaojun, KNAPPETTJA, Feng Xiating. Experimental study on the centrifugal model of slope instability under the condition of reservoir water level lifting [J]. Journal of Rock mechanics and Engineering, 2008 (08): 1586-1593.

[9] He Bin, Xu Jianfei, He Ning, et al. Application of distributed fiber sensing technology in internal deformation monitoring of high-face

rockfill dam [J]. Journal of Geotechnical Engineering, 2023, 45 (03): 627-633.

DOI: http://dx.doi.org/10.18686/gme.v2i2.4393

Refbacks

There are currently no refbacks.