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First steps into the calibration chamber pile tests with glauconitic sands
First steps into the calibration chamber pile tests with glauconitic sands: On the behaviour of the sand fraction from glauconitic sand of the Kattendijk formation in Antwerp, Belgium
Validation of CPT-based axial pile capacity design methods in signal matching analysis
Validation of CPT-based axial pile capacity design methods in signal matching analysis
Is under-base filling necessary?
Is under-base filling necessary?: Assessing behaviour of partially installed suction caisson
The behaviour of a flexible dolphin in the Port of Rotterdam
The behaviour of a flexible dolphin in the Port of Rotterdam
Geotechnical aspects of the Blue Piling Installation Technique
Geotechnical aspects of the Blue Piling Installation Technique: Design of a measurement plan and elaboration of results for prototype hammer on life size piles in Maasvlakte 2
The effect of seasonal temperature variations on the quay walls in the Port of Rotterdam
The effect of seasonal temperature variations on the quay walls in the Port of Rotterdam
Soil-Structure Interaction Modelling of High-Rise Building Settlements due to Compressible Soil Layers below Foundation Level
Soil-Structure Interaction Modelling of High-Rise Building Settlements due to Compressible Soil Layers below Foundation Level
Uplift behavior of offshore shallow foundations during retrieval
Uplift behavior of offshore shallow foundations during retrieval: An experimental study on the pressure differences that occur during uplift of mud-mats of pre-piling templates
Deep learning-based design model for suction caisson foundation in clay
Deep learning-based design model for suction caisson foundation in clay
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
Model research into the influence of battered piles on the lateral response of onshore wind turbine foundations under horizontal loading conditions through analytical and numerical 3D analysis
Model research into the influence of battered piles on the lateral response of onshore wind turbine foundations under horizontal loading conditions through analytical and numerical 3D analysis
Uncertainties related to strain measurements in piles
Uncertainties related to strain measurements in piles
The Influence of Grout Installation Parameters on Shaft Bearing Capacity of Screw-Injection Piles
The Influence of Grout Installation Parameters on Shaft Bearing Capacity of Screw-Injection Piles
Assessing the drivability of a monopile through the rock armour layer
Assessing the drivability of a monopile through the rock armour layer: An analysis using Discrete Element Method and small-scale testing
The plugging effect on the design of open-ended steel pipe piles
The plugging effect on the design of open-ended steel pipe piles
Extension of Automated Parameter Determination framework to cope with fine-grained soils
Extension of Automated Parameter Determination framework to cope with fine-grained soils
An Automated System to Determine Constitutive Model Parameters from In Situ Tests
An Automated System to Determine Constitutive Model Parameters from In Situ Tests
Geotechnical characterization of sediments from the Rockall Bank Slide Complex
Geotechnical characterization of sediments from the Rockall Bank Slide Complex
Development of a new CPT averaging technique and review of existing CPT based methods for the calculation of total pile capacity
Development of a new CPT averaging technique and review of existing CPT based methods for the calculation of total pile capacity
CPT-based method to determine the lateral capacity of monotonically loaded rigid piles in sand
CPT-based method to determine the lateral capacity of monotonically loaded rigid piles in sand
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