A New Form of Longitudinal Joint of Large Cross-section Segmental Tunnel Linings

The resistance of longitudinal joint is a crucial design parameter on the mechanical properties and structural behavior of precast tunnel segmental linings constructed by the Tunnel Boring Machine (TBM). Recently, with the increased dimensions and functions of the shield tunnel, the traditional bolted connection forms (e.g., straight bolts, inclined bolts, curved bolts) for segmental joints m…

Safety of Cable-Supported Bridges during Fire Hazards

Effectiveness Analyses of Flexible Pavement Preventive Maintenance Treatments…

Hierarchy of Failure Indicators in the Failure Analysis of Geomaterials

Ruang Koleski Umum Rak: 2

Characteristics of Excavation-Induced Deformatiion Associated with Different …

LOKASI: Ruang Koleksi Umum Rak 2

Analysis of Soil Disturbance Caused by DOT Excavation in Soft Soil Stratum

DOT has the characteristics of special section and relatively large area of excavation face. Its propulsion will cause large formation disturbance. But too much soil disturbance usually leads to a series of environmental diseases. 3D elastoplastic FDM model was applied to analysis the dynamic construction process relying on a DOT project in Shanghai. Surface displacement field and the distrib…