Results 151 to 160 of about 15,853 (251)

Development and Application of a Laboratory Simulation Device for the Underground Compressed Air Energy Storage System. [PDF]

ACS Omega
Fu Y, Chen S, Zheng K, Zhang Y.
europepmc   +1 more source

Energy evolution and damage characteristics of coal rock under graded cyclic loading and unloading with confining pressure. [PDF]

Sci Rep
Chen Z, Dang S, Wang C, Shen M, Wei T, Cao Q.   +5 more
europepmc   +1 more source

Modelling of strain accumulation in non-cohesive soils due to multiaxial dynamic loading [PDF]

, 2010
Degrande, G, François, S, Haegeman, Wim
core  

Study on constitutive model of marine soft soil based on disturbed state concept. [PDF]

Sci Rep
Zhang H, Sun Y, Liu Y, Wu K, Zheng Y, Lu H, Chen R.   +6 more
europepmc   +1 more source

Development of pile design methodology for an offshore wind farm in the North Sea [PDF]

, 2012
Cathie, D, Cleverly, W, Jardine, RJ, Merritt, A, Schroeder, F, Stuyts, B   +5 more
core  

Stress-strain and fracture acoustic emission dataset of high-strength concrete for metro tunnel lining under different stress states. [PDF]

Data Brief
Tu H, Han Z, Wang Z, Chen P, Yang G.
europepmc   +1 more source

Dynamic properties and microstructural characteristics of cement-coal gangue powder modified silty sand under freeze-thaw cycles. [PDF]

Sci Rep
Wang C, Wang L, Zhang Y, Hu Z, Sun S, Liu R.   +5 more
europepmc   +1 more source

Long term accumulation of deformation in granular soils under multi-axial cyclic loading: accumulation de déformation à long terme dans les sols granulaires sous chargement cyclique multi-axiale [PDF]

, 2011
Degrande, Geert, Franken, Pieter, François, Stijn, Haegeman, Wim   +3 more
core   +1 more source

Measuring the cyclic compressional behaviour of soil under constrained lateral deformations. [PDF]

Sci Rep
Hussain R, Kamai R.
europepmc   +1 more source

Effect of fines content on liquefaction resistance of soil using laboratory test and SPT. [PDF]

Sci Rep
Li K, Liu J, Mu C, Zhang Y, Ge L.
europepmc   +1 more source