New Grad Course, CE 686 Engineering Faculty Document 3-06 May
9, 2006 MEMORANDUM TO: The Faculty of the Schools of Engineering FROM: The Faculty of the School of Civil Engineering RE: New Graduate Level Course The Faculty of the CE 686 Underground Construction Sem 1, Class 3, Lab 0, Cr 3. Prerequisite: CE 580 or instructor consent Planning, analysis, design and construction of underground structures in soft ground and rock. Ground structure interaction. Static and seismic stresses on tunnel support. Relative stiffness method. Ground deformations. Construction methods, types of support, and their effects on the surrounding ground. The focus of the course is on the under- standing of the interaction between ground and structure. Reason: To provide students with the fundamental knowledge and skills to plan design, monitor, and build underground facilities in soft ground and rock. The course builds on the geotechnical fundamentals of CE 580 or similar courses. ____________________________ M. Katherine Banks, Interim Head Supporting Documentation 1. Justification: As the demand for additional built environment increases and with limited available land to be built on, more and more facilities are designed and constructed under the ground surface. Only in the highway system in the are hundreds of tunnels, which total about 655 miles. Many of the tunnels built in the major repair or total replacement. The course provides the fundamental knowledge for the design of new underground facilities and for the upgrade and maintenance of existing facilities. 2. Level: Graduate Level 3. Prerequisities: CE 580 or Instructor consent 4. Instructor: Antonio Bobet 5. Course Objectives: Students who complete this course should be able to:
6. Course Outline: Lectures Topic 3 Introduction and planning of underground facilities 3 Geological and geotechnical aspects of tunneling 6 Ground structure interaction. Relative stiffness method, characteristic curves, analytical and numerical methods 6 Tunnels in rock. Rock mass classification systems 6 Tunnels in soil. Stability number. Face support. 3 Ground deformation 3 Tunnels under the water table 3 Seismic design of underground facilities 3 Other underground structures: cut and cover, shafts, buried pipes 3 Construction methods and effects on surrounding ground 3 Exploration and monitoring 7. Text: Class notes and other materials distributed in class. |