Introduction

Halim and Wong (2005) presented a paper titled “Evaluation of Modified Cam Clay Parameters for Deep Excavation Analysis” in a publication called Underground Singapore 2005. The deflections measured in shoring walls during construction were presented for six case histories. Each of the cases was analyzed with the software SAGE CRISP. The objective was to determine if the Cam Clay constitutive model could be used to numerically model the behavior of the excavation shoring walls. In this example, GeoStudio is used to analyze one of the six case histories to demonstrate the workflow for analyzing braced excavations and to determine if GeoStudio can produce similar patterns of wall displacement.