Andresen, A.

The NGI 54-mm Samplers for Undisturbed Sampling of Clays and Representative Sampling of Coarser Materials de: Andresen, A.; Hansteen, I.E.; Selnes, P.B.; Bell, K.; Schjetne, K.; Brylawski, Ed.; Kolstad, P. (Text tipărit)

Procedures used to obtain Soil Parameters for Foundation Engineering in the North Sea de: Andersen, Knut H.; Lunne, Tom; Berre, T.; Eide, O.; Andresen, A.; Kleven, A.; Kjekstad, Oddvar; Brylawski, E.; Schjetne, K.; Hansteen, O.E.; Lauritzen, R. (Text tipărit) Autor [070]

Triaxial Equipment Developed at the Norwegian Geotechnical Institute de: Bjerrum, Laurits; Kjaernsli, B.; Dibiago, E.; Andresen, A. (Text tipărit) Autor [070]

Stabilization of Sensitive Clays with Hydroxy-Aluminium Compared with Unslaked Lime de: Aas, Gunnar; Hafskjold, P.S.; Lacasse, S.; Bakkehoi, S.; Andresen, A.; Domaas, U.; Di Biagio, E; Kjaernsli, B.; Nilsen, K.Y.; Eide, O.; Bryhn, O.R.; Lied, Karstein; Loken, T. (Text tipărit) Autor [070]

Secondary Settlements of Strictures Subjected to Large Variations in Live Load de: Bjerrum, Laurits; Kjaernsli, B.; Sollie, S.; Andresen, A. (Text tipărit) Autor [070]

A New Ring Shear Apparatus and its Applications to the Measurement of Residual Strenght de: Green, Gordon E.; Bishop, A.W.; Andresen, A.; Brown, J.D.; Garga, V.K. (Text tipărit) Autor [070]