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Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading
Publisher: ASCE
Abstract: This paper investigates the stability of unlined rectangular tunnels in rock masses subjected to surcharge loading using adaptive finite element limit analysis based on the generalized Hoek-Brown failure criterion. Both ...
Stability of Asymmetric Parallel Tunnels in Cohesive-Frictional Soils
Publisher: ASCE
Abstract: In this paper, finite-element limit analysis (FELA) in conjunction with nonlinear programming was developed and applied to evaluate the stability of asymmetric parallel circular tunnels in cohesive-frictional soils subjected ...
Numerical Investigation of the Influence of Fuselage Corner Bluntness on a High-Pressure Capturing Wing Configuration
Publisher: American Society of Civil Engineers
Abstract: Under beneficial aerodynamic interference, the innovative high-pressure capturing wing (HCW) configuration exhibits remarkable aerodynamic performance at hypersonic speeds. At the same time, the additional lifting surface ...
Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-Layered Slopes
Publisher: American Society of Civil Engineers
Abstract: This study used adaptive finite-element limit analysis (AFELA) to calculate the undrained bearing capacity of strip footings placed adjacent to two-layered slopes. Both the upper bound (UB) and the lower bound (LB) of the ...
Numerical Simulation of Pigging Operation through Curved Pipeline Coupling a T-Abrupt and Bend Drain Pipe
Publisher: ASCE
Abstract: Pigging technology is currently widely used in the oil and gas industry. The unstable movement of the pig in the pigging process after a water pressure test will not only affect the operation of pipes, but may even cause ...
Durability Evolution Mechanism of MICP-Treated Calcareous Sand Exposed to Seawater Dry–Wet Cycles
Publisher: American Society of Civil Engineers
Abstract: To investigate the long-term performance evolution of microbial-induced carbonate precipitation (MICP) technology for treating calcareous sand, a 150 day dry–wet (DW) cycle test was conducted considering the actual ...
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids
Publisher: ASCE
Abstract: This study employed finite element limit analysis (FELA) to investigate the influence of eccentric loads on the bearing capacity of footings above single and double continuous voids. Upper bound theorem (UB), lower bound ...
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