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