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/The 40th JGS Annual Conference (Hakodate); Jul.
2005
Earthquake Resistant Performance Design based on CPT Data |
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| 1. |
Interpretation of Multi-component CPT Data: No1
Soil Behavior Type & Converted N Value |
| 2. |
Interpretation of Multi-component CPT Data: No2 Estimations
of Cohesion & Undrained Shear Strength |
| 3. |
Pseudo-Static Load Test: No.1 Reliability of Load-Displacement
Relationship |
| 4. |
Pseudo-Static Load Test: No.2 Simulation & Its Result |
| 5. |
Static Transversally Loaded Pile Load Test of Large Diameter
Steel Tubular Pile in Tokyo Bay Coastal Highway Project |
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/The 39th JGS Annual Conference (Niigata); Jul. 2004
Earthquake Resistant Performance Design based on CPT Data |
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| 1. |
Application Limits of Multi-component CPT and
Interpretation of Its Data: No1 Soil Behavior Type & Converted
N Value |
| 2. |
Application Limits of Multi-component CPT and Interpretation
of Its Data: No2 P.S. Wave Logging by Seismic Cone & Suspension
Method |
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