LI Kun-peng, ZHAO Xiao-yan, XIAO Dian, et al. Mechanism of silty mudstone slaking aggravated by
acid rain-induced chemical damage[J]. 2020, 41(8): 2693-2702.
LI Kun-peng, ZHAO Xiao-yan, XIAO Dian, et al. Mechanism of silty mudstone slaking aggravated by
acid rain-induced chemical damage[J]. 2020, 41(8): 2693-2702.DOI: 10.16285/j.rsm.2019.1590.
Slaking of mudstone in acid rain area is significantly stronger than that in non-acid rain area
and the slaking mechanism needs to be studied. Based on the formation and development characteristics of hydro-chemical coupled damage under acid rain
this paper took a landslide at Panzhihua city airport as an example
which is in a typical acid rain area. Silty mudstone rock samples located in the sliding zone were selected and processed. After that
a series of slaking experiments was comparatively carried out under different pH conditions. In order to explore the micro-mechanism of acid rain-aggravated slaking behavior of silty mudstone
we adopted a series of analytical methods
including analyzing cation composition changes in different pH slaking fluids
observing micro-structure change of samples before and after acid rain treatment as well as analyzing slaking failure modes of silty mudstone. Finally
an index named specific surface area increment index was introduced to reflect the impacts of acid rain-induced chemical damage on slaking behavior of silty mudstone. The results highlight that: the acid rain-induced chemical damage in silty mudstone was mainly caused by the dissolution of specific minerals
which provided extra paths for the slaking of silty mudstone. With the decrease of pH value of slaking fluid
the acid rain-induced chemical damage of silty mudstone increased
the slaking paths increased
the slaking failure mode changed
and the slaking residues were broken into finer fragments. The specific surface area increment index could well capture the fragmentation degree of slaking residuals. The more breaking the slaking residuals
the higher the specific surface area increment index
and the greater the slaking degree of silty mudstone. Conclusions of this paper provide theoretical reference for the evaluation of geotechnical engineering properties and reinforcement design in acid rain areas.