High ground stress soft rock is a common adverse
geology in the process of tunnel construction in western mountainous areas of
China. This type of stratum is highly susceptible to large deformation
disasters during tunnel construction due to the combined effects of higher
ground stress and special surrounding rock mechanical properties. The treating
ideas and methods for large deformation of tunnel in China and abroad are summarized.
Based on the deformation section of the Shengli Village tunnel of the LeshanHanyuan
expressway, the causes of large deformation are analyzed according to the
characteristics of structural deformation, geological conditions, and
monitoring data, and the principles and specific countermeasures for large
extrusion deformation in steep rock strata in the Shengli Village tunnel are
proposed. The results reveal the following: (1) The large deformation of the
Shengli Village tunnel is mainly caused by the joint action of structural
stress, weak fracture of surrounding rock, rock dip angle, tunnel trend, and
groundwater. (2) The deformation and failure of the steep rock strata exhibit
obvious asymmetry and nonuniformity, the bending and
inner bulge are easy to occur at the arch, the horizontal convergence is
significantly greater than the arch roof settlement, and shows longterm creep characteristics. (3) According to the large deformation
treatment idea of "combination of relaxation and resistance", the measures of "onetime excavation, multipletime support,
releasing deformation, strengthening surrounding rock, and strengthening
structure" have achieved good control effect on the deformation of
surrounding rock.
XIANG Long, LIN Guojin, YU Tao, LI Huaming, TANG Xie, LUO Hu, WANG Jun
. Control and Support Technology for Large Extrusion
Deformation in Steep Rock Strata of Shengli Village Tunnel[J]. Tunnel Construction, 2023
, 43(S2)
: 406
-417
.
DOI: 10.3973/j.issn.2096-4498.2023.S2.045