Deformation and Failure Mechanism of Rock Tunnels under Earthquake Loading

ISBN-13: 9781032509211 / Twarda / 2023 / 344 str.

Chin Xuepeng (Shandong University of Science and Technology

Opis

This covers seismic performance, deformation and failure mechanisms, good aseismic design, and effective damage assessment and restoration. It gives analytical solutions for longitudinal and transversal seismic deformation, along with performance-based restoration design and aseismic design, and a case study of Japan‘s Tawarayama tunnel.

Spis treści

1. Introduction.  2. Rate-dependent mechanical behavior of intact rock: numerical test.  3. Rate-dependent mechanical behavior of jointed rock: laboratory test.  4. Propagation behavior of seismic wave on rock fracture: analytic method.  5. Effect of rock fracture on seismic wave propagation: experimental method.  6. The methods for analysing seismic response of underground structures.  7. Analytic analysis for longitudinal seismic response.  8. Analytic analysis for cross-sectional seismic response Part I: deep-buried tunnel.  9. Analytic analysis for cross-sectional seismic response Part II: shallow-buried tunnel.  10. Damage assessment of rock tunnels under earthquake loading.  11. Quick ground deformation-based seismic damage assessment method.  12. Performance-based design for the seismic restoration and aseismic design.  

O autorze

Yujing Jiang is a professor and Vice Dean of the Graduate School of Engineering at Nagasaki University, Japan, Chair Researcher at the National Institute for Advanced Industrial Science and Technology, Japan, and Guest Professor of five national Universities in China, including Shandong University, Chongqing University, Tongji University. He was elected as a fellow of the Japan Society of Civil Engineers (JSCE) in 2010, and a Foreign Associate of the Engineering Academy of Japan (EAJ) in 2018.

Xuepeng Zhang is an associate professor at Shandong University of Science and Technology, China.