Ditapis dengan
Numerical Study on High Stiffness Segmental Joints of Shield Tunnels
Deep buried drainage shield tunnels have the characteristics of large buried depth and high inner water pressure. The load effect of high inner water pressure and large earth pressure causes the increase of bending moment and decrease of axial force in the joint section. To meet the requirements of bearing capacity and deformation of lining structures, high stiffness segmental joints (HSSJs) wi…
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…
Design, Construction, and Evaluation of West Virginia's First Free-Draining P…
TRR 1159 Prefabricated Vertical Drains and Pavement Drainage Systems
Buttress design earthquake induced slides
Stability and Performance of Slopes and Embankments
Turnagain slide stabilization, anchorage, Alaska
Stability and Performance of Slopes and Embankments
