UB Paderborn / Katalog / Suche / in CDI

Sortiert nach

Einfacher Volltextzugriff von (fast) überall

Installieren Sie die LibKey Nomad-Browsererweiterung und erhalten Sie von vielen Webseiten einfachen Zugriff auf lizenzierte Volltexte oder Open Access Publikationen. Mehr erfahren...

Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement

Computers and geotechnics, 2024-05, Vol.169, p.106181, Article 106181

2024

Volltextzugriff (PDF)

Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms

Di xue qian yuan., 2021-01, Vol.12 (1), p.441-452

2021

Volltextzugriff (PDF)

Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability

Journal of hydrodynamics. Series B, 2017-10, Vol.29 (5), p.763-773

高福平

2017

Volltextzugriff (PDF)

Instability and Failure of Subsea Structures

Journal of marine science and engineering, 2022-08, Vol.10 (8), p.1001

2022

Volltextzugriff (PDF)

Failure mode and dynamic response of a double-sided slope with high water content of soil

Journal of mountain science, 2018-04, Vol.15 (4), p.859-870

2018

Volltextzugriff (PDF)

Physical modeling of local scour development around a large-diameter monopile in combined waves and current

Coastal engineering (Amsterdam), 2014-01, Vol.83, p.72-81

2014

Volltextzugriff (PDF)

Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects

Journal of fluids and structures, 2022-01, Vol.108, p.103423, Article 103423

2022

Volltextzugriff (PDF)

Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism

Bulletin of engineering geology and the environment, 2018-08, Vol.77 (3), p.1069-1080

2018

Volltextzugriff (PDF)

A LSTM surrogate modelling approach for caisson foundations

Ocean engineering, 2020-05, Vol.204, p.107263, Article 107263

2020

Volltextzugriff (PDF)

Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed

Ocean engineering, 2018-04, Vol.153, p.412-423

2018

Volltextzugriff (PDF)

Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag

Ocean engineering, 2022-06, Vol.253, p.111315, Article 111315

2022

Volltextzugriff (PDF)

Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder

Physics of fluids (1994), 2022-01, Vol.34 (1)

2022

Volltextzugriff (PDF)

Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect

International journal of offshore and polar engineering, 2021-09, Vol.31 (3), p.325-332

2021

Volltextzugriff (PDF)

Physical modelling of local scour at twin piles under combined waves and current

Coastal engineering (Amsterdam), 2019-01, Vol.143, p.63-75

2019

Volltextzugriff (PDF)

Tidal currents-induced scour development around pile foundations: Effects of flow velocity hydrograph

Coastal engineering (Amsterdam), 2024-08, Vol.191, p.104533, Article 104533

2024

Volltextzugriff (PDF)

Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models

Coastal engineering (Amsterdam), 2019-05, Vol.147, p.89-98

2019

Volltextzugriff (PDF)

Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect

Ocean engineering, 2023-07, Vol.279, p.114490, Article 114490

2023

Volltextzugriff (PDF)

Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling

Applied ocean research, 2020-02, Vol.95, p.102024, Article 102024

2020

Volltextzugriff (PDF)

Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations

Applied ocean research, 2024-06, Vol.147, p.103965, Article 103965

2024

Volltextzugriff (PDF)

A modified criterion for wave-induced momentary liquefaction of sandy seabed

Theoretical and applied mechanics letters, 2015-01, Vol.5 (1), p.20-23

2015

Volltextzugriff (PDF)

Bearing capacity of spudcan foundations in a spatially varying clayey seabed

Ocean engineering, 2017-10, Vol.143, p.97-105

2017

Volltextzugriff (PDF)

Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed

Ocean engineering, 2023-01, Vol.268, p.113392, Article 113392

2023

Volltextzugriff (PDF)

Extrapolating time development curves of clear-water scour around piles: From empirical fitting to physics-based approach

Ocean engineering, 2024-08, Vol.306, p.117963, Article 117963

2024

Volltextzugriff (PDF)

Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed

Coastal engineering (Amsterdam), 2023-01, Vol.179, p.104229, Article 104229

2023

Volltextzugriff (PDF)

Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction

Applied ocean research, 2022-12, Vol.129, p.103401, Article 103401

2022

Volltextzugriff (PDF)

1 – 25 von 300

Suche als RSS-Feed

Suchergebnisse filtern

Filter anzeigen

Nur zeigen

Geprüft (Peer-Review)
(267)
Mit Volltextzugriff
(259)

Publikationsform

Sprache

Erscheinungsjahr

n.n

Thema

Science & Technology
(208)
Technology
(98)
Life Sciences & Biomedicine
(89)
Physical Sciences
(79)
Engineering
(72)
Humans
(38)
Engineering, Ocean
(33)
Engineering, Civil
(30)
Materials Science
(28)
Environmental Sciences & Ecology
(26)
Oceanography
(25)
Environmental Sciences
(24)
Chemistry
(22)
Male
(20)
Materials Science, Multidisciplinary
(20)
Engineering, Marine
(18)
Agriculture
(17)
Animals
(16)
China
(16)
Female
(16)

15 weitere anzeigen...

Weniger anzeigen...

Neu hinzugefügt

... seit 7 Tagen
(1)
... seit 90 Tagen
(4)

Menü

Weitere Dienste

Einstellungen

Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement

Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms

Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability

Instability and Failure of Subsea Structures

Failure mode and dynamic response of a double-sided slope with high water content of soil

Physical modeling of local scour development around a large-diameter monopile in combined waves and current

Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects

Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism

A LSTM surrogate modelling approach for caisson foundations

Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed

Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag

Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder

Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect

Physical modelling of local scour at twin piles under combined waves and current

Tidal currents-induced scour development around pile foundations: Effects of flow velocity hydrograph

Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models

Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect

Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling

Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations

A modified criterion for wave-induced momentary liquefaction of sandy seabed

Bearing capacity of spudcan foundations in a spatially varying clayey seabed

Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed

Extrapolating time development curves of clear-water scour around piles: From empirical fitting to physics-based approach

Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed

Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction

Suchergebnisse filtern