Control structure and construction technology of uneven settlement of roadbed subgrade under high-speed railway tunnel passing through airport
A technology for pavement and high-speed rail, which is applied in the field of uneven settlement control structure and construction technology of roadbed subgrade under high-speed rail tunnels passing through airport pavements, and can solve the problems of great impact on airport and high-speed rail operation safety, uneven settlement, and difficulty, etc. Improve the overall deformation coordination, facilitate the dispersion of stress, and reduce the effect of self-weight
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Embodiment 1
[0044] Establish a simplified finite element model of the foam lightweight soil foundation under the high-speed railway tunnel passing through the airport pavement, and obtain the foundation of the foam lightweight soil foundation under different thicknesses and moduli by changing the thickness and modulus of the foam lightweight soil Uneven settlement shall be judged in combination with uneven settlement of airport pavement subgrade and settlement requirements (uneven settlement less than 1.5‰, settlement less than 20cm).
[0045] The present invention provides a construction technique for the uneven settlement control structure of a high-speed railway tunnel passing through an airport pavement subgrade, comprising the following steps:
[0046] Step 1: Clean up and level the construction site, remove debris on the top of the tunnel, drain the accumulated water in the foundation pit, and pour plain concrete according to the design requirements after the high-speed rail tunnel is ...
Embodiment 2
[0053] The present invention provides a construction technique for the uneven settlement control structure of a high-speed railway tunnel passing through an airport pavement subgrade, comprising the following steps:
[0054] Step 1: Clean up and level the construction site, remove debris on the top of the tunnel, drain the accumulated water in the foundation pit, and pour plain concrete 1 according to the design requirements after the high-speed rail tunnel is accepted, within the range of 0.5m-1m from the vault top;
[0055] Step 2: After the plain concrete layer has reached the design strength and passed the acceptance check, part of the foundation pit maintenance wall 2 around the plain concrete is removed, and the demolition range is 2m-4m from the bottom elevation of the pavement structure;
[0056] Step 3: After the foundation pit maintenance wall 2 is dismantled to meet the design requirements and pass the acceptance check, the reinforced soil layer 5 is filled layer by ...
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