Explorative Application of Peck Formula and Its Modified Versions in Surface Subsidence Prediction Caused by Quasi-Rectangular Tunnel Construction

Explorative Application of Peck Formula and Its Modified Versions in Surface Subsidence Prediction Caused by Quasi-Rectangular Tunnel Construction Liu, Jun. Primary Author Li, Peinan. Additional Author Kou, Xiaoyong. Additional Author Huang, Dezhong. Additional Author mixed material bibliography Shanghai Springer 2018 en English 232-240p.: Illus.; 18 x 24 cm Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction Surface subsidence is one of the key control indexes of tunnel construction. Peck formula is generally adopted to estimate the settlement of the soft ground induced by shallow tunneling work, which is suggested by Professor Peck in 1969. Verification work is necessary to be done before the formula is applied in engineering. At present, the application experience of Peck formula in Quasi-rectangular tunnel construction is relatively lack, resulting in the limited application in engineering. LOKASI: Ruang Koleksi Umum Rak: 2 TUNNELLING 624.19 (063) 9789811300165 Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 624.19 (063) LIU e procee.jpg.jpg 24030 2023-06-16 11:12:54 2023-06-16 11:12:54 machine generated