Overview of advances and practices in high-speed railway earth structures in China

  • Tengfei Wang

    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • Nguyen Chau Lan

    University of Transport and Communications, No 3 Cau Giay Street, Hanoi, Vietnam
  • Bui Tien Thanh

    University of Transport and Communications, No 3 Cau Giay Street, Hanoi, Vietnam
Email: nguyenchaulan@utc.edu.vn
Từ khóa: high-speed railway, transition zones, subgrade deformation, settlement control, earth structure

Tóm tắt

High-speed railway (HSR) subgrade design and construction technology have advanced significantly in the past decade. This paper outlines these developments in railway earth structures in China, including HSR design principles, subgrade fill classification, subgrade deformation mechanisms, settlement control methods, transition zones, retaining structures, and deformation monitoring analysis and remediation. We present a conceptual framework for design and examine how factors such as track types and operation speeds influence the dynamic response of the subgrade. Furthermore, we discuss prediction methodologies, influential factors, and challenges associated with long-term subgrade deformation. The load transmission mechanisms and application scenarios are evaluated for foundation treatment methods such as geosynthetic-reinforced pile-supported embankment (GRPS) and pile-raft construction. Several retaining structures have been reviewed, including cantilever, geosynthetic reinforced soil, and anchored wall. Finally, innovative construction technologies for subgrade survey, design, construction, detection, and management are introduced

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Nhận bài
02/03/2025
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23/04/2025
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30/04/2025
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