[HTML][HTML] Rate effects on the undrained shear strength of compacted clay
T Teixeira, MC Balci, J Svoboda - Soils and Foundations, 2016 - Elsevier
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
[PDF][PDF] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci - SOILS AND FOUNDATIONS, 2016 - academia.edu
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-4
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - infona.pl
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
[PDF][PDF] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - researchgate.net
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
[PDF][PDF] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - escholarship.org
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-4
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - ui.adsabs.harvard.edu
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
[引用][C] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - cir.nii.ac.jp
[PDF][PDF] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci - SOILS AND FOUNDATIONS, 2016 - scholar.archive.org
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-4
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
plasticity clay specimens compacted to the same void ratio but different initial degrees of 5 …
Rate effects on the undrained shear strength of compacted clay.
W Mun, T Teixeira, MC Balci, J Svoboda, JS McCartney - 2016 - cabidigitallibrary.org
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
[PDF][PDF] Rate effects on the undrained shear strength of compacted clay
W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - researchgate.net
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …
clay specimens compacted to the same void ratio but different initial degrees of saturation to …