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Reliability assessment of quay wall renewal method Koningsgracht
Reliability assessment of quay wall renewal method Koningsgracht
Modelling the soil-structure interaction of 60 m long piles under gradual loading during construction of a high-rise building in Rotterdam
Modelling the soil-structure interaction of 60 m long piles under gradual loading during construction of a high-rise building in Rotterdam
Inclination behaviour of historic quay walls
Inclination behaviour of historic quay walls: A study into the value of inclination sensing for quay wall failure assessment in Amsterdam
Back analysis of deep excavation for the New Terneuzen Lock
Back analysis of deep excavation for the New Terneuzen Lock: An investigation conducted using a Python-Plaxis application and monitoring data from the field
Performance of steel open ended pile driveability prediction methods in dense sand
Performance of steel open ended pile driveability prediction methods in dense sand: Evaluating pile driveability models and improving driveability predictions of a recent static axial capacity approach
Finite Element Analysis of Building Deformations Due to Deep Excavations
Finite Element Analysis of Building Deformations Due to Deep Excavations
The Influence of Negative Skin Friction on the Bearing Capacity of Timber Piles in Amsterdam
The Influence of Negative Skin Friction on the Bearing Capacity of Timber Piles in Amsterdam
Recognizing critically damaged quay wall structures using a three-dimensional numerical model
Recognizing critically damaged quay wall structures using a three-dimensional numerical model
Reliability analysis of quay walls using metamodelling
Reliability analysis of quay walls using metamodelling
Geotechnical bearing capacity of MV piles
Geotechnical bearing capacity of MV piles: Improving the design based on full scale load tests in the Port of Rotterdam
Geotechnical Bearing Capacity of Timber Piles in the City of Amsterdam
Geotechnical Bearing Capacity of Timber Piles in the City of Amsterdam: Derivation of bearing capacity prediction factors based on static load tests conducted on instrumented timber piles
Optimising the functionality of smart quay walls using measurement data obtained during the construction process
Optimising the functionality of smart quay walls using measurement data obtained during the construction process: A case study in the port of Rotterdam: HHTT-quay
Analysis of the behaviour of geogrid-anchored sheet pile walls
Analysis of the behaviour of geogrid-anchored sheet pile walls: Small-scale experiments and 2D PLAXIS analysis
Timber Creep of Historic Urban Quay Walls
Timber Creep of Historic Urban Quay Walls: The influence of timber creep on the assessment of inner-city quay walls
Determination of differential settlements of high-rise building foundations in soft soil conditions
Determination of differential settlements of high-rise building foundations in soft soil conditions: A framework for daily engineering practice
Evaluation of CPT - based Correlation of Fines Content and Soil Behaviour Index for Groningen Soils
Evaluation of CPT - based Correlation of Fines Content and Soil Behaviour Index for Groningen Soils
The Observational Method for building pits in soft-soil conditions
The Observational Method for building pits in soft-soil conditions: A study on measurement-processing and feasibility of the Observational method Ab Initio approach.
Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system
Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system
Pile Foundation and Soil Response to Deep Excavation
Pile Foundation and Soil Response to Deep Excavation
Grondvervormingen ten gevolge van het maken van bouwputten
Grondvervormingen ten gevolge van het maken van bouwputten
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