考虑浸湿作用的隧道开挖卸荷下红层土-软岩混合体变形特性与损伤机制研究

Study on deformation characteristics and damage mechanisms of soil-red stratum soft rock mixture undergoing tunnel excavation unloading considering wetting

Abstract: Red stratum is widely distributed in Southwest China, and a large number of deep soil-red stratum soft rock mixed backfill areas were formed when the site was leveled by "high excavation and low filling" during the construction of mountain city in this area. Tunnels under construction inevitably go through backfill, which makes tunnel excavation under deep soil-rock mixture backfill become a common condition. Meanwhile, rainfall is frequent and concentrated in Southwest China, and the resulting wet disintegration of red stratum soft rock has a significant impact on the deformation and bearing characteristics of soil-rock mixture. As a result, it was decided in the present study to conduct a shear-unloading test on the soil-red stratum soft rock mixture, augmented by discrete element numerical simulations, to reveal the influence of wetting. This all-encompassing strategy seeks to examine the laws governing the deformation and progression of damage of the mixture, offering valuable insights into its response when subjected to unloading conditions. The findings indicate that the soil-red stratum soft rock mixture prior to and after wetting shows obvious strain hardening characteristics during the shear process. The residual strength after unloading has a linear correlation with unloading amplitude. The soil-red stratum soft rock mixture prior to wetting is loaded by the rock block bearing skeleton, and the rock block breakage is primarily caused by shear, while jointly loaded by soil and rock block in saturated sample, with the rock block breakage caused by wetting. After the unloading process, the dry sample's bearing capacity no longer increases and eventually overall failure occurs. Conversely, the saturated sample's bearing capacity can continue to increase and ultimately layered failure from the top to the bottom occurs. The unloading rate mainly affects the growth rate of load-bearing capacity after unloading of saturated samples.

Keywords: Tunnel; Soil-rock mixture (SRM); Shear-unloading; Discrete element method (DEM); Wetting

Fig.8 The establishment of SRM model: (a) rock block distribution diagram;(b)particle discrete element model.

Fig.11 Numerical simulation of dry sample in shear-unloading process.

Fig.13 Numerical simulation of saturated sample in shear-unloading process.

Fig.20  Schematic diagram of load-bearing mechanism of soilred stratum softrock mixte. (For interpretation of the references to colour in this fgure legend，the reader is referred to the web version of this article.)

Shiqi Li, Zhongping Yang, Yuhao Gao, Hongming Li, Wenjie Xu, Xiaoguang Jin, Study on deformation characteristics and damage mechanisms of soil-red stratum soft rock mixture undergoing tunnel excavation unloading considering wetting, Transportation Geotechnics, Volume 50, 2025, 101468, ISSN 2214-3912, https://doi.org/10.1016/j.trgeo.2024.101468.