Results 81 to 90 of about 6,454 (165)

Estimation of liquefaction-induced settlement of shallow foundation by machine learning with imbalanced data. [PDF]

Sci Rep
Sargin S, Korkmaz G, Yildirim AK, Yalcin Kavus B, Karaca TK.   +4 more
europepmc   +1 more source

Influence of coal liquefaction residues as fine aggregate substitution on asphalt mixture performance and adsorption characteristics. [PDF]

Sci Rep
Wang Z, Wang Z, Guo S, Sha C, Yang Y, Zhang M, Zhou X, Wang P.   +7 more
europepmc   +1 more source

Optimization and Comparative Study of Non-Pressurized Shell-and-Tube Latent Heat Storage for Air-Source Heat Pump Systems: Numerical and Experimental Investigation. [PDF]

Materials (Basel)
Li W, Fu Y, Wang H, Zhang X.
europepmc   +1 more source

Case report: CNS tuberculoma in a patient with prior pulmonary tuberculosis. [PDF]

QJM
Mehta S, Prabhu MM, Nayak M V, Suvarna R.   +3 more
europepmc   +1 more source

Anomalous dynamic response and micro-zonation of saline sabkha soils of eastern Saudi Arabia using 3D seismic behavior modelling. [PDF]

Sci Rep
Fayyaz M, Al-Shayea NA, Waheed MA, Abduljauwad SN, Ahmed HU.   +4 more
europepmc   +1 more source

Effect of palladium-doped magnetite nanoparticles in the hydrothermal liquefaction of biomass to bio-oil. [PDF]

RSC Adv
Tumwebaze A, Mubiru E, Egesa D.
europepmc   +1 more source

Early-warning predictive model of retinal detachment in high myopia: a comprehensive construction and validation study. [PDF]

BMC Ophthalmol
Wang B, Zhao D, Li R, Wang Q, Jiang F, Yang J, Shi B.   +6 more
europepmc   +1 more source

Liquefaction analysis of marine diversion dike foundation and gravel pile reinforcement treatment based on the PL-Finn model. [PDF]

PLoS One
Zhao J, Lin Y, Fan Y, Yu X.
europepmc   +1 more source

Mineralogical imprints of earthquake activity in sedimentary structures. [PDF]

Sci Rep
Świątek S, Lewińska K, Pisarska-Jamroży M, Günter C.   +3 more
europepmc   +1 more source

Effect of membrane penetration on liquefaction resistance

Effect of membrane penetration on liquefaction resistance
The liquefaction of saturated sand is due to a negative dilatancy. In the cyclic triaxial test, a part of pore water squeezed from sample is transformed into the reduction of membrane penetration and so the perfect undrained test can not be performed. Consequently, the liquefaction resistance obtained by the cyclic triaxial test is evaluated apparently
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