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Năm 2025
 
Số 1, Kỳ 67, [12 - 2025] - Xem trước

Nghiên cứu tổng quan về tương tác giữa đường hầm và cọc

DOI:10.46326/JMES.2026.67(1).01

  • Cơ quan:

    1 Trường Đại học Mỏ - Địa chất, Hà Nội, Việt Nam
    2 Nhóm nghiên cứu mạnh Xây dựng hầm và không gian ngầm, Trường Đại học Mỏ - Địa chất, Hà Nội, Việt Nam
    3 Trường Đại học Điện lực, Hà Nội, Việt Nam

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  • Nhận bài: 27-07-2025
  • Sửa xong: 21-11-2025
  • Chấp nhận: 11-12-2025
  • Ngày đăng: 31-12-2025
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Tóm tắt:

Tương tác giữa đường hầm và cọc là một chủ đề quan trọng trong nghiên cứu địa kỹ thuật, do ảnh hưởng lớn của việc đào hầm đến trạng thái ứng suất và biến dạng của đất cũng như các công trình trên mặt đất. Đào hầm thường gây lún hoặc đẩy trồi bề mặt đất, đặc biệt khi hầm ở độ sâu nhỏ, ảnh hưởng đến sự ổn định của công trình bề mặt và kết cấu móng cọc của chúng. Nghiên cứu tương tác đường hầm - cọc được thực hiện thông qua các phương pháp giải tích, mô hình số và thực nghiệm. Quy trình hai bước thường được áp dụng trong phương pháp giải tích: xác định chuyển vị đất không có cọc, sau đó phân tích ứng xử của cọc. Phương pháp thực nghiệm bao gồm mô hình vật lý (1g và ly tâm) trong phòng thí nghiệm và mô hình nguyên mẫu. Gần đây, mô hình số được sử dụng rộng rãi vì khả năng mô phỏng toàn diện quá trình đào hầm bằng máy khiên đào và tương tác phức tạp giữa khối đất và kết cấu. Phương pháp này tạo ra sự cân bằng giữa chi phí, độ chính xác và tính linh hoạt, khiến nó trở thành một công cụ mạnh mẽ trong cả nghiên cứu và thiết kế. Bài báo tổng hợp các phương pháp nghiên cứu hiện có, đồng thời nêu ra các hướng nghiên cứu tiềm năng nhằm cải thiện độ chính xác trong phân tích và thiết kế kết cấu móng của các công trình bề mặt chịu ảnh hưởng của đường hầm.

Trích dẫn
Nguyễn Tài Tiến . và Phạm Văn Vĩ, 2025. Nghiên cứu tổng quan về tương tác giữa đường hầm và cọc, Tạp chí Khoa học kỹ thuật Mỏ - Địa chất, số 1, kỳ 67, tr. 1-15.
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