Construction method for entering shallow-buried multi-arch tunnel under water-rich geological conditions
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a construction method and tunnel technology, applied in the field of tunnel engineering, can solve the problems of poor geological conditions, rapid reduction of rock mass strength, restricted tunnel construction, etc., and achieve the effect of controlling ground surface settlement and stabilizing surrounding rock in the tunnel effectively
Inactive Publication Date: 2022-04-07
CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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[0022]The present disclosure is novel in concept, ingenious in structure, and high in practicability. The present disclosure solves the problems that it is very difficult to control the ground surface settlement and the stability of the surrounding r...
Problems solved by technology
Its construction is not only restricted by geological factors of overburden, but also affected by ground environment.
The structural trace is mainly manifested by the development of joints and fissures, so the geological conditions are poor.
The surrounding rocks of fully weathered mixed granites at the entrance and the exit of the tunnel are at Grade V. The fully weathered mixed granites at the entrance of the tunnel is thick and loose in structure, and easily collapses, so that the stability of a rock-soil mass of an face upward slope at the entrance of the tunnel is extremely poor, which is extremely easy to cause shallow engineering landslide or large collapse during construction and excavation, and the quaternary eluvial slope layer at the up...
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[0029]Specific embodiments of present disclosure will be further described below in detail with reference to the accompanying drawings.
[0030]The present disclosure includes the following construction steps.
[0031]In step S1, a ground surface to be grouted is cleaned. Specifically, debris on a surface of slope that obstructs the grouting is removed. During cleaning, vegetation on the surface should not be destroyed as far as possible, so as to maintain the natural appearance of the mountain.
[0032]In step S2, a grouting reinforcement range is marked. Specifically, through analysis and calculation, a grouting layout range at a tunnel entrance is defined as follows: a longitudinal length of the tunnel is 18 m, where a length of a pipe shed is 16 m; a width extending leftward from a center line of a left main hole of the tunnel is 5 m; a width extending rightward from a center line of a right main hole of the tunnel is 5 m; and a depth is about 0.5 m from a top of each arch of the tunnel;...
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Abstract
A construction method for a shallow-buried multi-arch tunnel under water-rich geological conditions includes the following steps: cleaning a grouting ground surface; marking a grouting reinforcement scope; performing survey setting-out; drawing a cross-section diagram to scale; calculating out coordinates and angles of anchor points that need to be set; marking drilling positions; nailing small wooden piles at the drilling positions for identifying; determining a setting depth of the anchor rods according to ground elevation; drilling holes, cleaning bottom of hole, grouting, performing construction preparation, performing long pipe shed construction at the entrance after an earth-rock of a tunnel entrance and an open cut tunnel is excavated to flush with a springing line of the tunnel. A down-the-hole drill is used for drilling in construction. Long pipe shed grouting is designed based on solidifying a soil mass in limited scope around a consolidation pipe shed.
Description
CROSS REFERENCE TO RELATED APPLICATIONS[0001]This patent application claims the benefit and priority of Chinese Patent Application No. 202010465066.3, entitled “Construction Method for Multi-arch Tunnel Entrance under Shallow-buried and Water-rich Geological Conditions” filed on May 28, 2020, the disclosure of which is incorporated by reference herein in its entirety as part of the present application.BACKGROUND OF THE INVENTIONField of the Invention[0002]The present disclosure relates to the technical field of tunnel engineering, in particular, to a construction method for a multi-arch tunnel entrance under shallow-buried and water-rich geological conditions.Description of the Related Art[0003]Shallow-buried tunnel is a tunnel engineering under specific conditions. The buried depth is less than twice the diameter of the tunnel. Its construction is not only restricted by geological factors of overburden, but also affected by ground environment. The shallow-buried tunnel does not sim...
Claims
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