A shell-spring finite element model of a special-shaped tunnel was established to investigate the distribution of internal forces and deformation mode of the lining at the designed buried depth. The numerical results were compared with prototype loading test results and uniform beam model, which showed that the shell-spring model can be an optimal model to calibrate the 3D distribution of the i…
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Des…
Proceedings of the 9th Road Engineering Association of Asia and Australasia Conference (REAAA), volume 1, pp. 118-124
TRR NO. 1410 Pavement design, management and performance
LOKASI: Ruang Koleksi Umum Rak: 3
LOKASI: Ruang Koleksi Umum Rak 2