A Case Study of Heave of Pile-Supported Structures Due to Pile Driving in Heavily Overconsolidated Very High Plasticity Palaeogene Clay
A Case Study of Heave of Pile-Supported Structures Due to Pile Driving in Heavily Overconsolidated Very High Plasticity Palaeogene Clay
T. Horlykke; Belinda Dedenroth; Kenny Kataoka Sorensen
17th Nordic Geotechnical Meeting (NGM-2016)
Foundation and deep excavations
Deep Excavations, Pile Foundations
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