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Seismic Analysis Of Cantilever Retaining Walls, Phase I Erdcitl Tr-02-3

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Seismic Analysis Of Cantilever Retaining Walls, Phase I Erdcitl Tr-02-3

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Seismic Analysis Of Cantilever Retaining Walls, Phase I Erdcitl Tr-02-3 In chapter 6 you were introduced to various types of lateral earth pressure. Those theories will be used in this chapter to design various types of retaining walls. In general, retaining walls can be divided into two major categories: (a) conventional retaining walls, and (b) mechanically stabilized earth walls.

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  • Contents

    • List of Figures

    • Preface

    • 1 Introduction

      • 1.1 Introduction

      • 1.2 Background

      • 1.3 Research Objective

      • 1.4 Research into the Seismic Response of a Cantilever Retaining Wall

      • 1.5 Organization of Report

      • 1.6 Future Work

      • 2 Selection of Design Ground Motion

        • 2.1 Selection Criteria

          • 2.1.1 Real versus synthetic earthquake motion

          • 2.1.2 Representative magnitude and site-to-source distance

          • 2.1.3 Site characteristics of motion

          • 2.2 List of Candidate Motions

          • 2.3 Characteristics of Ground Motion Selected

          • 2.4 Processing of the Selected Ground Motion

          • 3 Numerical Analysis of Cantilever Retaining Wall

            • 3.1 Overview of FLAC

            • 3.2 Retaining Wall Model

            • 3.3 Numerical Model Parameters

              • 3.3.1 Mohr-Coulomb model

              • 3.3.2 Structural elements

              • 3.3.3 Interface elements

              • 3.3.4 Dimensions of finite difference zones

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