Search
Now showing items 1-6 of 6
MS2 Inactivation by Chloride-Assisted Electrochemical Disinfection
Publisher: American Society of Civil Engineers
Abstract: An electrochemical (EC) disinfection system employing an iridium–antimony–tin-coated titanium anode and direct current was used to inactivate bacteriophage MS2 in synthetic solutions with sodium chloride addition. The ...
Slip-Line Analysis of Passive Limit Support Pressure for Shallow-Buried Shield Tunnel Face
Publisher: American Society of Civil Engineers
Abstract: In view of the face stability of a shallow-buried shield tunnel excavation, this paper investigates the problem using an adaptive finite-element limit analysis combined with slip-line theory. First, a series of adaptive ...
Dynamic Stress of a Circular Cavity Buried in a Semi-Infinite Functionally Graded Material Subjected to Shear Waves
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The multiple scattering of shear waves and dynamic stress in a semi-infinite functionally graded material with a circular cavity is investigated, and the analytical solution of this problem is ...
Surface/Interface Effect on Dynamic Stress Around a Nanoinclusion in a Semi-Infinite Slab Under Shear Waves
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This work examines the surface/interface effect on the dynamic stress around a cylindrical nanoinclusion embedded in an elastic semi-infinite slab subjected to antiplane shear waves, and the ...
An Electromechanical Model for Electrowetting With Finite Droplet Size
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: We present an electromechanical model for the analysis of electrowetting by considering the balance between an electric force and a surface tension force acting on the contact line of three phases, namely the droplet (D) ...
Dual-Beam Mathematical Model for Mechanical Response of Buried Pipeline and Pavement Structures Subjected to Ground Subsidence
Publisher: ASCE
Abstract: To further accurately analyze the mechanical response of buried pipelines and pavement structures subjected to ground subsidence, this study established a dual-beam model consisting of an upper Euler–Bernoulli beam and a ...
CSV
RIS