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Shield tunnel risk assessment method considering uncertainty of earthquake vulnerability model

A technology for risk assessment and shield tunneling, applied in data processing applications, complex mathematical operations, instruments, etc., can solve problems that are difficult to effectively and accurately analyze the size of the earthquake risk of tunnels, and rarely considered

Active Publication Date: 2021-03-23
TONGJI UNIV
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Problems solved by technology

[0013] Shield tunnels are one of the key structural forms of the lifeblood of urban underground transportation facilities. In the past, tunnel seismic risk analysis researches were often based on semi-qualitative and semi-quantitative risk matrix analysis methods, which made it difficult to effectively and accurately analyze the magnitude of tunnel seismic risk, and seldom considered different easily The impact of destructive model selection on the probability analysis of tunnel earthquake risk will often underestimate or overestimate the size of tunnel earthquake risk

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  • Shield tunnel risk assessment method considering uncertainty of earthquake vulnerability model
  • Shield tunnel risk assessment method considering uncertainty of earthquake vulnerability model
  • Shield tunnel risk assessment method considering uncertainty of earthquake vulnerability model

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Embodiment

[0064] The vault of a shield tunnel in a soft soil area is 9m from the surface, the tunnel diameter is 6.2m, and the tunnel is surrounded by soft soil strata. The single-circle shield scheme is adopted. The tunnel vault is 9m from the surface, the tunnel diameter is 6.2m, and the segment thickness is 0.35m. , the elastic modulus and Poisson's ratio of the lining concrete are 3.55GPa and 0.2, respectively, and the elastic modulus and Poisson's ratio of the reinforcement are 200GPa and 0.2, respectively, which is a typical shallow buried tunnel in soft soil.

[0065] According to step (1), there are currently two different seismic vulnerability curve models for shallow tunnels in soft soil sites, such as figure 2 Shown are the seismic vulnerability curve models of shallow tunnels (denoted as FC) proposed by Huang et al. 1 ) and the vulnerability curve model proposed by Argyroudis et al. (Effects of SSI and lining corrosion on the seismic vulnerability of shallow circular tunnel...

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Abstract

The invention relates to the field of tunnel risks, and provides a shield tunnel risk assessment method considering uncertainty of an earthquake vulnerability model. The method comprises the followingsteps: (1) determining various earthquake vulnerability models FC1, FC2 to FCn of tunnels in the same type; (2) establishing a vulnerability model FC0 considering uncertainty; (3) selecting a certainearthquake intensity PGA; (4) setting a sampling frequency N, and sampling the vulnerability model FC0 in the step (2) to obtain N groups of discrete probabilities P0, P1, P2 and P3 of different damage states; (5) obtaining N groups of average expected losses lsm1 according to the step (4); (6) calculating the average expected loss lsm2 of each quantile; (7) repeating the steps (3)-(6) to obtainthe average expected loss lsm of different PGAs; and (8) obtaining a risk index R value based on the result of the step (7). The scheme provided by the invention has the beneficial effects that errorscaused by a single model can be reduced, different vulnerability curve models are comprehensively considered, and the tunnel earthquake risk is analyzed more reasonably.

Description

technical field [0001] This application relates to the field of seismic risk analysis of shield tunnels, in particular to a risk assessment method for shield tunnels considering the uncertainty of seismic vulnerability models. Background technique [0002] The concept of risk originated in the field of economic research at the end of the 19th century. Since the 1970s, risk assessment has been widely used in various fields, such as nuclear power plant risk analysis, large-scale infrastructure risk analysis, and bridge engineering. Risk analysis, structural engineering risk analysis, etc. Because earthquakes will cause significant damage to structures and cause huge economic losses, the academic community continues to conduct research on structural seismic risk (Seismic risk) analysis. Scholars from various countries have established a large number of seismic risk analysis methods and models for different research objects. To reasonably estimate the post-earthquake economic l...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06Q10/06G06F17/18G06Q50/08
CPCG06Q10/0635G06F17/18G06Q50/08Y04S10/50
Inventor 黄忠凯张冬梅
Owner TONGJI UNIV
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