REPORT NO. UCD/CGM-03/01 CENTER FOR GEOTECHNICAL MODELING PILE FOUNDATIONS IN LIQUEFIED AND LATERALLY SPREADING GROUND DURING EARTHQUAKES: CENTRIFUGE EXPERIMENTS & ANALYSES…

Soils and Foundations ]]]];](]):]]]–]]] The Japanese Geotechnical Society Soils and Foundations www.sciencedirect.com journal homepage: www.elsevier.com/locate/sandf Long-term…

Slide 1STATNAMIC LOAD TESTING Development, Interpretation of Results, Advantages Slide 2 Presentation Outline Pile Load Testing - background Brief Statnamic Introduction…

ri , J b rial mpe ised 11 Abstract (1992) tests with the 102 mm diameter Imperial College and apply downward tractions during down-strokes and vice versa. This mechanism…

Slide 1 Providing Design Standards for Frictional Compression Ground Anchors Geotechnical & Geoenvironmental Lab., Seoul Natl. Univ. Master Course Student Joo, Hyeok-Jun…