This report focuses on the evaluation of the factors affecting cone resistance measurement during cone penetration in saturated clayey soils and the application of the result to pile shaft capacity analysis. In particular, effects of drainage conditions around the cone tip were studied. Rate effects related to both drainage and shear strength dependence on loading rate were studied. In order to investigate the effects of drainage during penetration, penetration tests were performed with various velocities in the field and in a calibration chamber, and the obtained data were analyzed. For the field tests, two sites which have homogeneous clayey soil layers below the groundwater table were selected, and CPTs were performed with various penetr...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
This Project has studied the use of cone penetration test (CPT) for ground investigation (GI) in Tsu...
This research focuses on the evaluation of the factors affecting cone resistance measurement during ...
This paper presents how a change in cone penetration rate affects the measured cone resistance durin...
This paper shows, how a change in cone penetration rate affects the cone penetration measurements, h...
This paper discusses the challenges that occur when performing Cone Penetration Tests (CPT) in silty...
The cone penetration test (CPT) has been used for decades in in-situ geotechnical engineering pract...
Many geotechnical design parameters of the soil are associated with the Standard Penetration Test (S...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
Cone Penetration Test (CPT) is a reliable technique for measuring subsurface soil friction, cohesion...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
During conventional cone penetration testing in silt, the soil will normally be partially drained. I...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
This Project has studied the use of cone penetration test (CPT) for ground investigation (GI) in Tsu...
This research focuses on the evaluation of the factors affecting cone resistance measurement during ...
This paper presents how a change in cone penetration rate affects the measured cone resistance durin...
This paper shows, how a change in cone penetration rate affects the cone penetration measurements, h...
This paper discusses the challenges that occur when performing Cone Penetration Tests (CPT) in silty...
The cone penetration test (CPT) has been used for decades in in-situ geotechnical engineering pract...
Many geotechnical design parameters of the soil are associated with the Standard Penetration Test (S...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
Cone Penetration Test (CPT) is a reliable technique for measuring subsurface soil friction, cohesion...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
Cone penetrations tests were performed on the silty clays of Kentucky, U.S.A., using a boring rig to...
During conventional cone penetration testing in silt, the soil will normally be partially drained. I...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
Over the last decades cone penetration testing has become the most widely used in-situ testing techn...
This Project has studied the use of cone penetration test (CPT) for ground investigation (GI) in Tsu...