Knut H. Andersen
- Behaviour Of Anisotropically Consolidated Undisturbed Clay In Cyclic Triaxial Tests With Drainage. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 436 (September 1991). (1991):
- Clay Behaviour Under Consequtive Long-term Cyclic Loading In Direct Simple Shear Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 439 (Dezember 1991). (1991):
- Numerical Analysis of T-Bar Penetration in Soft Clay. In: International Journal of Geomechanics, v. 6, n. 6 (November 2006). (2006):
- Finite Element Analyses Applied in Design of Foundations and Anchors for Offshore Structures. In: International Journal of Geomechanics, v. 11, n. 6 (Dezember 2011). (2011):
- Recompression of Normally Consolidated Clay After Cyclic Loading. In: Soils and Foundations, v. 31, n. 1 (März 1991). (1991):
- Cyclic properties of dense to very dense silica sand. In: Soils and Foundations, v. 59, n. 4 (August 2019). (2019):
- Soil reaction curves for monopiles in clay. In: Marine Structures, v. 65 (Mai 2019). (2019):
- Ultimate bearing capacity of laterally loaded piles in clay – Some practical considerations. In: Marine Structures, v. 50 (November 2016). (2016):
- Scaling of lateral pile p - y response in clay from laboratory stress-strain curves. In: Marine Structures, v. 53 (Mai 2017). (2017):