ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2025, Vol. 45 ›› Issue (12): 2333-2342.DOI: 10.3973/j.issn.2096-4498.2025.12.013

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In-Situ Stress Estimation Method for Tunnels Based on Particle Swarm Optimization-Support Vector Regression Using Measurement While Drilling and Acoustic Data and Its Application

LI Hui1, 2, 3, WU Qisong1, 2, 3, 4, YAO Rubing1, 2, 5, XIAO Xi1, 2, 5, ZHAO Ruijie1, 2, 3, *, SHI Shaoshuai1, 2, 3   

  1. (1. State Key Laboratory for Tunnel Engineering, Shandong University, Jinan 250061, Shandong, China; 2. Institute of Geotechnical and Underground Engineering, Shandong University, Jinan 250061, Shandong, China; 3. School of Future Technology, Shandong University, Jinan 250061, Shandong, China; 4. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China; 5. School of Qilu Transportation, Shandong University, Jinan 250061, Shandong, China)
  • Online:2025-12-20 Published:2025-12-20

Abstract: To address the technical challenge of rapidly obtaining in-situ stress during tunnel construction, an in-situ stress estimation method for tunnels based on measurement while drilling (MWD) data and acoustic information is developed in this study using particle swarm optimization-support vector regression (PSO-SVR). This method integrates MWD data and acoustic wave information to estimate in-situ stress. By utilizing multidimensional MWD data from a drilling jumbo (including impact pressure, feed pressure, rotation pressure, drilling speed, etc.), together with known compressive strength, elastic modulus, and Poisson′s ratio, a real-time MWD prediction model based on PSO-SVR is established, enabling efficient acquisition of rock mechanical parameters. The cross-hole wave velocity vector information is collated, the elliptical characteristic parameters are obtained through wave velocity ellipse fitting, and the magnitude and direction of in-situ stress are calculated based on the predicted mechanical parameters of rocks by using the acoustic-elastic theory, thus realizing the rapid estimation of in-situ stress. To verify the accuracy and applicability of this method, a field testing program is designed and applied to a plateau railway tunnel. The test results show that the average errors of magnitude and orientation of in-situ stress compared with conventional testing methods are 7.27% and 12.51%, respectively, and the time required for a single test is <2 h, substantially improving the testing efficiency.

Key words: tunnel engineering, in-situ stress, particle swarm optimization-support vector regression, acoustic-elastic theory, measurement while drilling data, ultrasonic velocity ellipse