The Parameters Back Analysis in Digital Slope Information Technology
Hui Wang, Junlan Zhao
Ekoloji, 2019, Issue 107, Pages: 485-488, Article No: e107056
OPEN ACCESS
Download Full Text (PDF)
Abstract
The continuous development of Internet and big database accelerate the data infiltration of constructions in various aspects. Three-dimensional Slope Information System which is based on web has auxiliary decisive significance on both planning slope engineering and constructions. According to the real construction projects and the slope information system developed independently, the inversion of rock mass macro-mechanics parameter to meso-mechanics parameter are discussed.
Keywords
digital slope, integrated application system, parameters back analysis
References
- Dong T, Kong L, Zheng Y, et al. (2018) Equivalent nonlinear model considering the anisotropy and the stress directionality of geomaterials. Chinese Journal of Rock Mechanics and Engineering, 37(2): 506-512
- Gore A (1998) The Digital Earth: Understanding our planet in the 21th Century. Photogrammetric Engineering & Remote Sensing, 65(2): 5-5.
- Lv Z, Zhai X, Li H, et al. (2016) Design on a new type of landslide wireless remote monitoring system. Metal geology, 484(10): 128-131.
- Zhao Y, Wang H, et al. (2016) A study of landslide deformation field with digital correlation method. Chinese Science Bulletin, 61(28-29): 3163-3171.