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RISImproved Evaluation of Equivalent Top-Down Load-Displacement Curve from a Bottom-Up Pile Load Test
Publisher: American Society of Civil Engineers
Abstract: A modified procedure is presented in this study to evaluate the equivalent top-down load-displacement curve in a bottom-up pile load test considering elastic shortening. On the basis of the results of a parametric study ...
Numerical Analysis of One-Dimensional Consolidation in Layered Clay Using Interface Boundary Relations in Terms of Infinitesimal Strain
Publisher: American Society of Civil Engineers
Abstract: The interface boundary relations are derived in this study for the numerical analysis of one-dimensional consolidation in multilayered clay profiles. The finite difference solutions are formulated based on Mikasa’s ...
Model Tests on Dredged Soil–Filled Geocontainers Used as Containment Dikes for the Saemangeum Reclamation Project in South Korea
Publisher: American Society of Civil Engineers
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level
Publisher: ASCE
Abstract: The pore pressure model was developed in the past to predict liquefaction induced by an earthquake. Its main advantage is that its parameters can be obtained from experiments based on direct measurement of pore pressure ...