Kong, F., Lu, D., Lin, Q., & Du, X. (2024). Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel. Frontiers of Structural and Civil Engineering, 1-12. https://doi.org/10.1007/s11709-024-1056-4
ISO-690 (author-date, English)KONG, Fanchao, LU, Dechun, LIN, Qingtao und DU, Xiuli, 2024. Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel. Frontiers of Structural and Civil Engineering. 26 Oktober 2024. P. 1-12. DOI 10.1007/s11709-024-1056-4.
Modern Language Association 9th editionKong, F., D. Lu, Q. Lin, und X. Du. „Explicit Peck Formula Applied to Ground Displacement Based on an Elastic Analytical Solution for a Shallow Tunnel“. Frontiers of Structural and Civil Engineering, Oktober 2024, S. 1-12, https://doi.org/10.1007/s11709-024-1056-4.
Mohr Siebeck - Recht (Deutsch - Österreich)Kong, Fanchao/Lu, Dechun/Lin, Qingtao/Du, Xiuli: Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel, Frontiers of Structural and Civil Engineering 2024, 1-12.
Emerald - HarvardKong, F., Lu, D., Lin, Q. und Du, X. (2024), „Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel“, Frontiers of Structural and Civil Engineering, S. 1-12.