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Article summary:
1. Long-term monitoring using a multi-point displacement meter was used to analyse the deformation characteristics of a rock slope with weak bedding structural planes under tunnel excavation.
2. The excavation blasting affects the slope deformation above structural plane, and there is no obvious correlation between rainfall and the slope deformation.
3. Adding a strong binder to rock discontinuities can improve the shear strength and stability of rock mass.
Article analysis:
The article provides an in-depth analysis of the deformation characteristics of a rock slope with weak bedding structural planes under tunnel excavation, as well as how adding a strong binder to rock discontinuities can improve the shear strength and stability of rock mass. The article is based on research conducted by experts in the field, which makes it reliable and trustworthy. However, there are some potential biases that should be noted. For example, the article does not explore any counterarguments or present both sides equally when discussing how adding a strong binder to rock discontinuities can improve the shear strength and stability of rock mass. Additionally, there is no mention of possible risks associated with this method or any other methods discussed in the article. Furthermore, while the article does provide evidence for its claims, it could have included more evidence to further support its arguments. In conclusion, while this article is generally reliable and trustworthy, it could benefit from exploring counterarguments and providing more evidence for its claims in order to make it even more comprehensive and balanced.