Small-strain shear modulus of calcareous sand and its dependence on particle characteristics and gradation von Ha Giang, Pham Huu, Van Impe, Peter O., Van Impe, William F., Menge, Patrick, Haegeman, Wim

Volltext

Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation von Shi, Jinquan, Haegeman, Wim, Cnudde, Veerle

Volltext

Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand von Shi, Jinquan, Haegeman, Wim, Xu, Tao

Volltext

Small-strain shear modulus of calcareous sand under anisotropic consolidation von Shi, Jinquan, Xiao, Yang, Hu, Jian, Wu, Huanran, Liu, Hanlong, Haegeman, Wim

Volltext

Small-strain shear modulus of calcareous sand under anisotropic consolidation von Shi, Jinquan, Xiao, Yang, Hu, Jian, Wu, Huanran, Liu, Hanlong, Haegeman, Wim

Volltext

Calcareous silt earthen construction using biopolymer reinforcement von Shi, Jinquan, Xiao, Yang, Fu, Guiyong, Feng, Chi, Hu, Jian, Haegeman, Wim, Liu, Hanlong

Volltext

Design, Use, and Interpretation of an Instrumented Flat Dilatometer Test von Shen, Hao, Haegeman, Wim, Peiffer, Herman

Volltext

Small strain stiffness of graded sands with light biocementation von Shi, Jinquan, Li, Haoyu, Xiao, Yang, Hu, Jian, Haegeman, Wim, Liu, Hanlong

Volltext

Design, use, and interpretation of an instrumented flat dilatometer test von Shen, Hao, Haegeman, Wim, Peiffer, Herman

Volltext

X-ray analysis on the effect of sample preparation on the microstructure of calcareous sands von Shi, Jinquan, Haegeman, Wim, Mascini, Arjen, Cnudde, Veerle

Volltext

Calcareous silt earthen construction using biopolymer reinforcement von Shi, Jinquan, Xiao, Yang, Fu, Guiyong, Feng, Chi, Hu, Jian, Haegeman, Wim, Liu, Hanlong

Volltext

The Use of the DMT for the Evaluation of Changes in Stress State in Overconsolidated Clay in Geotechnical Applications von Peiffer, Herman, Malengier, Benny, Haegeman, Wim, Shen, Hao

Volltext

3D printing of an instrumented DMT: design, development and initial testing von Shen, Hao, Haegeman, Wim, Peiffer, Herman

Volltext

Determination of the damping ratio in the soil from SASW tests using the half-power bandwidth method von Badsar, Sayedali, Schevenels, Mattias, Haegeman, Wim, Degrande, Geert

Volltext

Statistical uncertainty of cyclic resistance of sand under constant volume direct simple shear von Sun, Yue, Stuyts, Bruno, Haegeman, Wim

Volltext bestellen

Determination of the Material Damping Ratio with the Bender Element Test von Karl, Lutz, Haegeman, Wim, Degrande, Geert, Dooms, David

Volltext

Validation of a Source-Receiver Model for Road Traffic-Induced Vibrations in Buildings. I: Source Model von Pyl, Lincy, Degrande, Geert, Lombaert, Geert, Haegeman, Wim

Volltext

Elasto-plastic long-term behavior of granular soils: Modelling and experimental validation von Karg, C, François, Stijn, Haegeman, Wim, Degrande, Geert

Volltext

A numerical model for foundation settlements due to deformation accumulation in granular soils under repeated small amplitude dynamic loading von François, Stijn, Karg, C, Haegeman, Wim, Degrande, Geert

Volltext

Predicting the Small Strain Stiffness of a Calcareous Sand Considering Sample Preparation Method and Stress Path von Shi, Jinquan, Haegeman, Wim

Volltext