University: The University of Queensland
Course Code: CIVL3210
Course Title: Geotechnical Engineering
Instructor: Dr Adnan Sufian
Understand the geotechnical design process and identify key challenges
Investigate the social, economic, and environmental impact of geotechnical structure failures
Apply strength and serviceability criteria in a geotechnical context
Week 01 Lecture Slides
Extracts from the Coroners’ Report into the Thredbo Landslide
Journal Article for Case Study: Orzalin et al. (2015), ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol 141(7)
Review basic concepts from CIVL2210, including:
Soil as a three-phase material (solid, water, air) and phase relationships
Compaction characteristics
Stresses in soils: effective stress, stress distribution, seepage
Time-dependent consolidation settlement and shear strength of soils
Types of Structures
Retaining Walls
Shallow Footings
Deep Footings (Piles)
Slope Stability
Settlement
Key Considerations
Safety
Performance
Economic feasibility
Constructability
Environmental impact
Design Evolution
Transitioned from early design based on experiments to more formal theoretical foundations
Challenge of soil variability: inhomogeneous material with spatial and temporal variations
Importance of water: effective stress critical in geotechnical failures
Site Investigation
Analysis and Design
Material Properties
Construction
Supervision
Maintenance and Monitoring
Examine various stages of the geotechnical design process
Incident Summary: Collapse of a 50m section of a retaining wall near Harris Park platform concourse, followed by a further 25m collapse 3 hours later. No deaths or injuries reported.
Factors Contributing to Failure:
Design Issues: Wall too tall, upright, and narrow; non-standard anchoring methods used.
Construction Problems: Wall exceeded design height; inadequate rock anchor fitting.
Material Issues: Use of compacted sand instead of free draining gravel. Sand was too heavy and held water, increasing hydrostatic pressure.
Maintenance Factors: Proper maintenance noted, but damage left unattended until the next inspection period (4 years).
Regulatory Standards: Limited actions for maintainers under current standards.
Incident Overview: Slope failure of a road embankment leading to a deadly landslide impacting ski lodges (18 deaths).
Coroner’s Report: Recommended reading for understanding the geotechnical investigation and design implications.
Geotechnical Discipline: Highlighted the importance of geotechnical engineering and design practices.
Limit applied loads to below material resistance/strength
Factors Considered: Dead loads, live loads, wind loads, water pressure, earthquake impacts
Material Properties: Based on soil properties; for Mohr-Coulomb: cohesion and friction angle
Limit deformation to acceptable values
Considerations: Allowable deformation (s), allowable differential deformation (δ), allowable angular deformation (δ/L)
Aim to increase the safety factor to reduce the probability of failure:
Methods to enhance safety:
Reducing loads
Increasing strength
Applying both strategies
Final Notes: The importance of applying rigorous analysis and professional standards in geotechnical engineering to ensure safety and functionality of structures.
Lecturer: Dr Adnan Sufian
School of Civil Engineering, UQ
Email: a.sufian@uq.edu.au
Phone: 07 334 61352
Thank you message addressed to the students.