affiliation not provided to SSRN
Underground hydrogen storage, Lined rock cavern, Thermodynamic state, storage capacity, Operating parameters
Rock joint, Shear strength, Strength criterion, Dynamic normal load
centrifuge modelling, large-diameter shield tunnels, foundation pit dewatering, Adjacent excavation, structure response
Earth pressure balance shield, soil conditioning, Rheological characterization, Gas-loading rotational rheometer, Foaming agent, Polymer
underground cavern, CAES, surrounding rock, elastoplastic analysis, analytical solution
Underground cavern, CAES, surrounding rock, elastoplastic analysis, Analytical solution
Earth pressure balance shield, Soil conditioning, Rheological characterization, Gas-loading rotational rheometer, Foaming agent, polymer
Earth pressure balance shield, Soil conditioning, Polymeric foam, Compressibility, Gas pressure
Dredged slurry, Modified zeolite, Dewatering, Tailwater quality, Pollutant retention, Adsorption mechanism
underground cavern, CAES, stress history effect, elastoplastic analysis, analytical solution
Granite fracture, bi-directional loading, slip instability, dynamic slip, roughness evolution
silicone surfactant, Slurry shield tunnelling, Cutterhead clogging, interface adhesion, cohesive soil