ISSN 2096-4498

   CN 44-1745/U

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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 Hui ,
  • WU Qisong ,
  • YAO Rubing ,
  • XIAO Xi ,
  • ZHAO Ruijie ,
  • SHI Shaoshuai
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  • (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 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.

Cite this article

LI Hui , WU Qisong , YAO Rubing , XIAO Xi , ZHAO Ruijie , SHI Shaoshuai . 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[J]. Tunnel Construction, 2025 , 45(12) : 2333 -2342 . DOI: 10.3973/j.issn.2096-4498.2025.12.013

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