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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…
Vibration Isolation of Cutter Picks on Mining Machines
LOKASI: Ruang Koleksi Umum Rak 2
Optimisation of Operating and Design Parameters of Shearer Drums by Computer
LOKASI: Ruang Koleksi Umum Rak 2
Risk Assesment and Alignment Comparison Research on a Proposed Subcea Tunnel …
The risk assessment process and method of subsea tunnel which from the point of risk identification, risk probability, consequences of loss grade, single risk and overall risk in the operation period was researched in this paper. We performed comparative study to the alignment selection and construction method of the subsea tunnel in the view of technical risk. We perform risk assessment and co…
Discrete Element Modelling of Rock Caven Stability Subjected to Shock Loading
LOKASI: Ruang Koleksi Umum Rak 2
Evaluating the Thermal Characteristics of Rubberized Asphalt by Applying the …
LOKASI: Ruang Koleksi Umum Rak 3
