cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d32n4zh61
title: Seismic Performance of Pile-Wharf Connections_Specimen 08:2/3 Scale/Outwardl/Light Deck Reinf/Axial

description: Specimen 8 was a 2/3 scale model of a common pile-to-deck connection. Specimen 8 consisted of a precast concrete pile which connected with outward bent dowels to a lightly reinforced concrete deck. An Axial load was applied.
DOI: 10.4231/d3696zx8x
title: Seismic Performance of Pile-Wharf Connections_Specimen 11:Full Scale/T-Headed/Unbonded/Cotton Duck

description: Specimen 11 was similar to Specimen 10:Full Scale/T-Headed Bars/Unbonded, except Cotton Duck Pad was placed between the pile and deck. Specimen 11 consisted of a precast concrete pile connected to a reinforced concrete deck through partial embedment and longitudinal T-Headed connnection steel with a cotton duck pad.
DOI: 10.4231/d3b27pr16
title: Seismic Performance of Pile-Wharf Connections_Specimen 07:2/3 Scale/T-Headed Bar/Bond Bar/Axial Load

description: Specimen 7 was a 2/3 scale model of a common pile-to-deck connection. Specimen 7 consisted of a precast concrete pile which connected with T-Headed Bars and Bond Bars to a reinforced concrete deck. An Axial load was applied.
DOI: 10.4231/d3ft8dj51
title: Seismic Performance of Pile-Wharf Connections_Specimen 06: 2/3 Scale/T-Headed Bars/Axial Load

description: Specimen 6 was a 2/3 scale model of a common pile-to-deck connection. Specimen 6 consisted of a precast concrete pile which connected with T-Headed Bars to a reinforced concrete deck. An Axial load was applied.
DOI: 10.4231/d3kk94c08
title: Seismic Performance of Pile-Wharf Connections_Specimen 02: 2/3 Scale/Extended Pile/Outward/Spirals

description: Specimen 2 was a 2/3 scale model of a common, current extended pile-to-deck connection. Specimen 2 consisted of a precast concrete pile which was extended with reinforced concrete and connected with outward bent dowels to a reinforced concrete deck. The spirals were continued around the dowels in the deck.
DOI: 10.4231/d3pc2t84b
title: Shake Table Testing of Container Cranes - Phase II

description: The goal of the Phase II test was to investigate the response of a 1/10-scale container crane through the measurement of the elastic and inelastic responses and the interaction between flexural behavior and the expected uplift/derailment. Previous studies have considered only the elastic and uplift responses of container cranes. However, modern jumbo cranes are expected to experience yielding of the cross-sections and local buckling of the legs. Therefore, it is critical to investigate these non-linear effects. The test included 193 trials with various earthquake ground motions and low amplitude white noise inputs. The data collected in this phase of testing provided: (1) additional data for validating analytical models and refining fragility curves; (2) information on the elastic and inelastic responses of container cranes; (3) information on the derailment, local buckling and collapse damage states; (4) information on the sequence of damage, including the determination of when and whether plastic hinges will occur, and their rotation capacity; and (5) original data to characterize the uplift, including if the wheels peel off the ground and partially derail.
DOI: 10.4231/d3qb9v541
title: Seismic Performance of Pile-Wharf Connections_Specimen 03: 2/3 Scale/Outward Bent Dowels

description: Specimen 3 was a 2/3 scale model of a common current pile-to-deck connection. Specimen 3 consisted of a precast concrete pile connected with outward bent dowels to a reinforced concrete deck.
DOI: 10.4231/d3t43j28g
title: Seismic Performance of Pile-Wharf Connection Test 13

description: The seismic performance of precast/prestressed concrete pile-wharf connections was investigated at the University of Illinois Multi-Axial Full-Scale Sub-Structured Testing and Simulations Facility (MUST-SIM)
DOI: 10.4231/d3xw47w2h
title: Seismic Performance of Pile-Wharf Connections_Specimen 12:Full Scale/T-Headed/Unbonded/CottonDu/Gap

description: Specimen 12 was similar to Specimen 11:Full Scale/T-Headed/Unbonded, except a gap with foam was placed around the pile at the pile to deck interface. Specimen 12 consisted of a precast concrete pile connected to a reinforced concrete deck through partial embedment and longitudinal T-Headed connnection steel with a cotton duck pad.
DOI: 10.4231/d3jm23f9g
title: Prefabricated Vertical Field Experiment - Drain-treated Test Area

description: The field testing was performed at a site in Conway, South Carolina over a period from 02 August to 08 August 2008.  The purpose of this field experiment was to capture the static and dynamic pore water pressure and the three-dimensional (MEMS) acceleration responses.  The pore water pressure response was normalized to determine the excess pore pressure ratios, while the accelerations were used to compute the cyclic shear strains in three coordinate planes.

The data contained herein was recorded using liquefaction sensors (miniature PPT and 3D MEMS accelerometers) connected to a dynamic signal analyzer (Data Physics) during the full-scale staged dynamic testing (using a Vibratory Mandrel).
DOI: 10.6073/pasta/5084f10019a4cf4bf400521f623ff32f
title: Algae Addition Long Term Manipulation Experiment
DOI: 10.6073/pasta/25b340d95333d9c2fb57c70e045a377a
title: Coarse Woody Debris in Bisley Experimental Forest and the Rio Icacos Basin
DOI: 10.6073/pasta/936b01103bf34e02d86dc0cd3d3e7231
title: Soil Elevational Transect Experiment
DOI: 10.6073/pasta/93c21e63fd5a886fe752733729dedbe7
title: Shrimp populations variability in numbers and sizes in response to disturbance and seasons on 20 pools along the reach of Quebrada Prieta, Luquillo Experimental Forest
DOI: 10.5255/ukda-sn-6676-2
title: Understanding Society: Waves 1-2, 2009-2011: Secure Data Service Access, National Grid Reference (Easting, Northing, OSGRDIND)
DOI: 10.4225/08/51426ad44559b
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northwest - Stationary scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Stationary climate change scenario in which the present climate continues for next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northwestern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northwest Australia continental shelf and abyssal basins which include Houtman Abrolhos, the Northwest Shelf, Shark Bay, Ningaloo reef and part of the Timor Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51426b8895925
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northeast - Stationary scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Stationary climate change scenario in which the present climate continues for next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northeastern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northeast Australia continental shelf and abyssal basins which include the Great Barrier Reef, the Marion and Queensland plateaus, the Cato, Townsville and Queensland troughs, the New South Wales Shelf and the coast from south of Jervis Bay up to Princess Charlotte Bay in the North.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51426c4b3ae70
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northwest - Low Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Low Energy climate change scenario of:  
    lowest rainfall,
    lowest sediment load,
    lowest outflow, and
    El-Niño year oceanographic conditions,
    no sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northwestern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northwest Australia continental shelf and abyssal basins which include Houtman Abrolhos, the Northwest Shelf, Shark Bay, Ningaloo reef and part of the Timor Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51426c9aef9f4
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northwest - High Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the High Energy climate change scenario of:  
    highest rainfall,
    highest sediment load,
    highest outflow, and
    highest oceanographic conditions,
    maximum sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northwestern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northwest Australia continental shelf and abyssal basins which include Houtman Abrolhos, the Northwest Shelf, Shark Bay, Ningaloo reef and part of the Timor Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51426cf8838ec
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northeast - Low Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Low Energy climate change scenario of:  
    lowest rainfall,
    lowest sediment load,
    lowest outflow, and
    El-Niño year oceanographic conditions,
    no sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northeastern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northeast Australia continental shelf and abyssal basins which include the Great Barrier Reef, the Marion and Queensland plateaus, the Cato, Townsville and Queensland troughs, the New South Wales Shelf and the coast from south of Jervis Bay up to Princess Charlotte Bay in the North.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51426d5ddb67c
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian Northeast - High Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the High Energy climate change scenario of:  
    highest rainfall,
    highest sediment load,
    highest outflow, and
    highest oceanographic conditions,
    maximum sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northeastern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the northeast Australia continental shelf and abyssal basins which include the Great Barrier Reef, the Marion and Queensland plateaus, the Cato, Townsville and Queensland troughs, the New South Wales Shelf and the coast from south of Jervis Bay up to Princess Charlotte Bay in the North.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/5142941842a15
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian North - Low Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Low Energy climate change scenario of:  
    lowest rainfall,
    lowest sediment load,
    lowest outflow, and
    El-Niño year oceanographic conditions,
    no sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the Gulf of Carpentaria (GOC), the Torres Strait, north-western part of Coral Sea and the eastern part of Arafura Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/51429448ce6dc
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian North - Stationary scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the Stationary climate change scenario in which the present climate continues for next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the Gulf of Carpentaria (GOC), the Torres Strait, north-western part of Coral Sea and the eastern part of Arafura Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.4225/08/5142957834449
title: Modelled seabed response to possible climate change scenarios over the next 50 years in the Australian North - High Energy scenario datasets with Sedsim input files and output files

description: Using data from ocean forecast models, field observations and seabed sampling we ran a numerical sediment transport model to estimate the Australian Shelf seabed evolution under three climate change scenarios. This data collection is for the High Energy climate change scenario of:  
    highest rainfall,
    highest sediment load,
    highest outflow, and
    highest oceanographic conditions,
    maximum sea level rise in next 50 years.

In this study, the interaction of seabed sediment types and hydrodynamic forces in the northern region has been investigated using a state-of-the-art numerical model, Sedsim. The simulation area  for this collection covers the Gulf of Carpentaria (GOC), the Torres Strait, north-western part of Coral Sea and the eastern part of Arafura Sea.

The model uses the known grain-size distribution of the present-day seabed based on a comprehensive analysis of currently available seabed data Information available from this data source includes grainsize, mud content, rock exposure, and estimates of critical seabed shear stress. This sediment layer is incorporated in the latest high-resolution (0.0025°) seabed bathymetry obtained from the Australian National Oceans Office (NOO). The seabed topography and present-day sediment layer are represented by a 566 (columns) by 550 (rows) grid with a spatial resolution of 2.1 km. The environmental forcing factors considered in the present model are sediment-laden river flows and turbidity currents, waves, tides, wind-driven currents, sea level change, submarine slope failure and carbonate sediment production.
DOI: 10.5285/ed97f20f-8d7e-11e2-b183-1803734a77fb
title: PML Benthic Survey water column nutrient concentrations from 4 different benthic study sites off Plymouth, South West England, between 2008 and 2011.

description: Results are reported for the analysis of water samples taken from the overlying water column of 4 different study sites occupied on a bi-monthly basis, when possible, during a 3 year Benthic Study programme off Plymouth, on the south-west coast of England, United Kingdom. The analyses are reported for Nitrate+Nitrite, Nitrite, Silicate and Phosphate concentrations. Results show variations across the year with the main influence to particularly the upper water column being the output of the River Tamar and the nutrients fed out during periods of rainfall. Water column structure is seen for each site, with the sites varying from L4 which is an offshore coastal site, Rame Head which is a essentially a mud based strata, to Cawsand Bay and Jennycliff which are both situated within Plymouth Sound and hence are shallow and are greatly influenced by the river outputs.