Laserfiche WebLink
Table of Contents <br />Executive Summary <br />ii <br />Section 1 - Introduction 1 <br />1.1 Purpose and Objectives 1 <br />1.2 Background 1 <br />1.3 Scope of Work 2 <br />1.4 Project Personnel 2 <br />Section 2 - Seismic Loading 4 <br />2.1 General 4 <br />2.2 Basis of Selected Ground Motion Magnitudes 4 <br />2.3 Attenuation Relationship 5 <br />2.4 Basis for Selected Ground Motion Time History 5 <br />Section 3 - Main Dam Analysis 7 <br />3.1 General 7 <br />3.2 Liquefaction 7 <br />3.3 Representative Cross Section for Yield Acceleration Analysis 7 <br />3.4 Representative Cross Section for SHAKE Analysis 8 <br />3.5 Water Pressures 8 <br />3.6 Material Properties 8 <br />3.7 Results of the Analyses 10 <br />Section 4 - Landslide Stability Analysis 12 <br />l 4.1 General 12 <br />4.2 Pre-Failure Static Stability Analysis 12 <br />4.2.1 Representative Cross Section 12 <br />4.2.2 Material Properties 13 <br />4.2.3 Stability Analysis Results 13 <br />4.3 Post-Failure Stability Analysis 14 <br />4.3.1 Static Stability Analysis 14 <br />4.3.2 Pseudo-Static Analysis 15 <br />4.4 SHAKE Analysis 16 <br />4.5 Deformation Analysis 17 <br />Section 5 - Conclusions 19 <br />Section 6 - Recommendations 21 <br />Section 7 - Limitations 22 <br />Section 8 - References 23 <br />E