Coastal complex stratum shield tunneling adaptability evaluation method

A technology for adaptability evaluation and complex strata, applied in the field of shield machine excavation, can solve problems such as shield excavation difficulties, casualties, tunnel collapse, etc.

Active Publication Date: 2020-09-25
NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP +2
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  • Application Information

AI Technical Summary

Problems solved by technology

The mismatch between the shield machine and the ground will lead to difficulties in shield tunneling and delay the construction period; in severe cases, it will cause tunnel collapse, endanger the safety of buildings (structures), and even cause casualties

Method used

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  • Coastal complex stratum shield tunneling adaptability evaluation method
  • Coastal complex stratum shield tunneling adaptability evaluation method
  • Coastal complex stratum shield tunneling adaptability evaluation method

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Embodiment Construction

[0055] Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals designate the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the figures are exemplary only for explaining the present invention and should not be construed as limiting the present invention.

[0056] The invention provides a method for evaluating the adaptability of shield excavation in complex coastal strata, such as figure 1 shown, including the following steps:

[0057] S1, constructing υ′ driving judgment matrices according to the obtained indicators in the shield tunneling of complex strata in the coastal area, and assigning the weight coefficient of the driving judgment matrix to each constructed driving judgment matrix, where υ′ is a positive integer greater than or equal to 1; final excavation judgment matrix;

[005...

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Abstract

The invention provides a coastal complex stratum shield tunneling adaptability evaluation method. The method comprises the following steps of: S1, obtaining a final tunneling judgment matrix; S2, obtaining a tunneling weight matrix of the final tunneling judgment matrix obtained in the step S1 by using a genetic algorithm; S3, if the earth pressure balance shield tunneling machine is selected, executing the step S4, and if the slurry balance shield tunneling machine is selected, executing the step S5; the step S4 comprises: S41, obtaining an earth pressure balance shield tunneling membership matrix by using an earth pressure balance shield tunneling machine tunneling membership function in coastal complex stratum shield tunneling; and S42, calculating the tunneling fitness of the earth pressure balance shield tunneling machine according to the tunneling weight matrix obtained in the step S2 and the tunneling membership matrix of the earth pressure balance shield tunneling machine obtained in the step S41. According to the method, the coastal complex stratum can be tunneled in a better mode.

Description

technical field [0001] The invention relates to the technical field of shield tunneling, in particular to a method for evaluating the adaptability of shield tunneling in complex coastal strata. Background technique [0002] The rapid economic development in recent years has inevitably brought some negative problems, such as urban traffic congestion that needs to be solved urgently. As a means of relieving urban traffic congestion, the subway does not occupy surface space resources during construction, and the subway will divert some people who use surface transportation during operation. Therefore, more and more cities that meet the conditions for subway construction have begun to build subways. . [0003] At present, the methods of constructing subway tunnels in our country include open cut method, shallow buried underground method, mine method, shield method or several methods used together. Since subway tunnels are generally located in soft ground, and because the shiel...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06Q10/06G06Q50/08E21D9/06G06N3/12
CPCG06Q10/06393G06Q50/08E21D9/06G06N3/126Y02A10/40
Inventor 黄明宋勤刘素云王更峰李庆京孙春明
Owner NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP
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