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1 Introduction 1.1 Project Background NCHRP Synthesis 428: Practices and Procedures for Site-Specific Evaluations of Earthquake Ground Motions (Matasovic and Hashash, 2011) showed that one-dimensional (1D)
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2 Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines 1.2 Intended Audience and Suggested Background References It is presumed that the reader of this document has a good understanding of geotechnical engineering and a familiarity with the concepts of earthquake engineering, geotechnical earthquake engineering, engineering seismology, engineering geophysics, and the basic principles of structural dynamics. A reader with this level of understanding should be able to use equivalentlinear and simple (i.e., lumped-mass)
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Introduction 3 1.4 Study Objectives and Focus The main objective of this study is to provide guidelines for the selection and use of methods for 1D nonlinear seismic site response analysis with excess PWP generation and dissipation (ESA)
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4 Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines 1.6 Data Presentation and Presentation of Results One of goals of this study was to establish a curated set of seven case histories that are representative of site conditions found in practice (e.g., stratified soil deposits with liquefiable silty sand layers)
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