Elected Member Workshop

Slides:



Advertisements
Similar presentations
3-D Dynamic Base Shaking Model 2-D Static BNWF Pushover Model
Advertisements

Christchurch Town Hall for Performing Arts
Soil & Site Investigation
LRFD Design of Shallow Foundations
INTRODUCTION Session 1 – 2
Name: Amanda Tondreau Liquefaction is an earthquake- related hazard that causes unstable land and poses risks to building infrastructure.
PEER 2002 PEER Annual Meeting Performance of Improved Ground u Elizabeth A. Hausler and Nicholas Sitar.
Application of CPT data for evaluation of ground liquefaction in Chi-Chi Earthquake, Taiwan D.H. Lee 1, C.S. Ku 2, C.S. Chen 1, C.H. Juang 3 &J.H. Wu 3.
Charles SCAWTHORN Junji KIYONO Kyoto University Earthquake Risk Reduction 3- Mitigation and ERR Program Development 1. Concepts and Terminology 2. Hazard,
RECOVERY and RECONSTRUCTION after the PAKISTAN EARTHQUAKE CHOOSING OPTIONS THAT WILL FACILITATE LONG-TERM RECOVERY THE OCTOBER 8, 2005 DISASTER.
Insitu Testing Methods Breakout Session Research Collaboration Field Testing Research Needs Ken Stokoe, Breakout Moderator.
During the semester Introductions Basics of earthquakes History and Recording Damaging Earthquakes and Understanding seismic exposure Undertaking loss.
Introduction to the State-Level Mitigation 20/20 TM Software for Management of State-Level Hazard Mitigation Planning and Programming A software program.
Section 19.4 – Earthquakes and Society
Classification, Engineering Properties & Consolidation Methods.
1. Identify Stakeholders 2. Establish the Criteria 3. Identify Potential Sites 4. Initial Screening/ Evaluations & Short List 5. Specific Site Study 6.
1 Framework Programme 7 Guide for Applicants
Module 6: Design Process Preliminary Field Review Preliminary Erosion and Sediment Control Design Report, including Preliminary NOI Package Alignment and.
Real World Applications of USGS EQ Science: Stacy Bartoletti Degenkolb Engineers Structural Engineers Association of Washington Cascadia Region Earthquake.
Western Regional Gas Conference August 24, 2010 Distribution Integrity Management Programs (DIMP) Rule.
Part III: Tools for Risk Assessment RADIUS Tool - Simple Damage Estimation Software - Dr. Carlos Villacis.
Earthquake Vulnerability and Exposure Analysis Session 2 Mr. James Daniell Risk Analysis Earthquake Risk Analysis 1.
Updating the Guidelines for the Seismic Design of Highway Bridges Status update for the Mid-America Ground Motion Workshop February 2003.
Feasibility Level Evaluation of Seismic Stability for Remedy Selection Senda Ozkan, Tetra Tech Inc. Gary Braun, Tetra Tech Inc.
1 Earthquake Hazard Update April 21, 2015 NMSZ ROC.
Earthquakes & Society –tsunami –seismic gap Objectives Discuss factors that affect the amount of damage done by an earthquake. Explain some of the factors.
Chapter 10 Section 3 Earthquake Hazards Objectives: -Summarize earthquake hazards and the damage they can cause -Explain how safe building practices and.
Shelter Meeting 09b is hosted by UNHCR Safer Homes, Stronger Communities: Rebuilding After Disaster Update of “Safer Homes, Stronger Communities: Rebuilding.
Liquefaction Liquefaction occurs where ground water is near the surface in soils composed of sands and silts. The soil temporarily loses strength and behaves.
09 March Liquefaction Elected Member Workshop SmartGrowth, TCC Chambers 10 April 2013 Lq. = Liquefaction effects ( inc. lateral spread) Ls= lateral.
Overview of the “Recommended LRFD Seismic Design Specifications for Highway Bridges” Ian M. Friedland, P.E. Bridge Technology Engineer Federal Highway.
Foundations and Earthwork Stott Bushnell, Cathryn Cecil, Tyler Cecil, and Craig Fowler – BFCC Engineering Residential foundations are very stiff, often.
MOA-Track Updates Certified Professional Training October 27, 2015.
1 Waste Discharge Authorization Application - British Columbia WG6 Application Process WG Document Review presented by Helga Harlander October x, 2008.
Microzonation Study of Soil Liquefaction Potential and Damage Wei F. Lee Taiwan Construction Research Institute Ming-Hung Chen National Center for Research.
Paul Alexander1 DS3 Deliverable Status 4 th SKADS Workshop, Lisbon, 2-3 October 2008 DS3 Deliverables Review.
1 1 The Project Description: Framing the CEQA Analysis Terry Rivasplata.
Understanding Moisture Holding Capacity of Soil!.
Reliability Standard TPL Transmission System Planned Performance for Geomagnetic Disturbance Events September 28, 2016 TPL Standard Status.
Review of Indian Seismic Codes
Building Technology – Soil Investigation
Magnitude 7.2 Metro Manila
QuakeCoRE Flagship 2 The National Liquefaction Database
PREDICTION WHAT HAPPENED AND WHY? Earthquake Damage: Impact on Society 3/16/17 Earthquake Damage: Impact on Society Objective: I will identify.
Regulation of non-structural elements in NZ
Planning Geomagnetic Disturbance Task Force (PGDTF) Update to the ROS
QuakeCoRE Project Update
Alpine Fault Scenario EQ
Plate movement Earthquake = sudden release of energy in the Earth’s crust that creates seismic waves. They are measured by the Richter Scale,
Objectives:   Determine areas where liquefaction has previously occurred and also areas where liquefaction has not occurred in New Zealand from observational.
BRIDGES MOST IMPORTANT GEOTECHNICAL EFFECT- LIQUEFACTION
Soil & Site Investigation
Arch205 Materials and building construction 1 foundation
Approaches to Implementing CPT in Your Organization
CIE Soil Mechanics and Foundations II
GUIDELINES AN INTRODUCTION TO: Material Selection TECHNICAL
Chemical Monitoring mandate
Combating Cybercrime: Tools and Capacity Building for Emerging Economies WSIS 2015, Geneva Jinyong Chung May 25, 2015.
Approaches to Implementing in Your Organization
Document Development for Metro Project: Performance-based Procurement Asphalt Overlay for Programmed Maintenance 17/01/2019.
Classification, Engineering Properties & Consolidation Methods
2019 Meeting 1 Northern Ontario Safety Group.
Decision Tree for the Selection of Appropriate Ground Improvement Technique in the Arabian Gulf Region Bashar Tarawneh, Ph.D., P.E Associate Professor.
Proposal to Revise the National Ambient Air Quality Standards for Particle Pollution WESTAR Meeting March 2006.
148 Transitional shelter This workshop discusses when to use transitional shelter, the common circumstances for using it, and its strengths, characteristics.
ISEG NATIONAL CONFERENCE EGCON-2018
Commission report on Art. 8 WFD Monitoring programmes
Qualitative landslide risk assessment in New Zealand
Flagship Project 2 Comparison between deterministic and probabilistic liquefaction triggering assessment approaches over the Christchurch area V Lacrosse,
DSG Governance Group Recommendations.
Presentation transcript:

Elected Member Workshop Liquefaction Elected Member Workshop SmartGrowth, TCC Chambers 10 April 2013 Lq. = Liquefaction effects ( inc. lateral spread) Ls = lateral spread ground damage 09 March 2012

Liquefaction – The Basics What is liquefaction? Some soils, when located below the ground water table, start acting like a liquid when they are severely shaken or vibrated. 09 March 2012 2

Liquefaction – The Basics What has to be present? A granular soil with little or no clay material in it The soil particles are mainly between 1/100 mm & 1 mm in size – “coarse silts” to “fine sands” Soil is under water Earthquake of large enough size Shaken not Stirred! … liquefaction 09 March 2012 3

Crust thinning example Phase 3 – Soil Regains its Original Strength (Resolidification) Phase 1 – Ground Surface Settlement Phase 2 – Structures Sink into the Ground (Bearing Capacity Failure) Original Ground Surface Non-liquefying Crust Ground Water Level You will have heard about crust thinning and the subsequent reduction in capacity of land to support buildings and this explains how that works. Liquefying Soil 4

TCC What have we been doing? 09 March 2012 5 5

Received advice from Cat 1 geotechs – 1998 to 2002 GNS / Opus Microzoning Reports – 2003 and 2006 Compiled for Lifelines and planning purposes respectively – 500 & 2500yr return period e/quakes Used historic geo & GCR reports; very limited testing; large scale geo maps 4 quake sources – risk map based on Tga Local source Ground damage map for areas susceptible to Lq. – none, minor, limited, moderate, large, major, extensive Effect - minor < 100mm & small lateral spread; moderate 100mm – 300mm & < 50m significant Ls, 50 – 100m minor Ls; extensive > 300mm & < 50m extensive Ls, 50 – 200m significant LS; balance areas – very extensive Updated map compiled 09 March 2012 6 6

What have we been doing? cont’d Geotech reporting – RC and s224 – short term Reviewed technical info – early 2012 Reviewed statutory requirements – RMA / BA 3 Geo-professional workshop – agreed proposed development approach and assessment criteria – April 2012 2 Developer / Building Industry workshop – reviewed & approach agreed 2 Meet - Firth RMA procedure – implemented – May 2012 (low compliance / development cost impact)

Agreed Assessment Guideline Guideline published - NZ Geotech Society Guidance on Site investigation, assessing, effects & remediation soils properties based on past practice / experience / testing. Uses NZS 1170 to determine: ground acceleration (7.5 quake); & SLS (25 yr event, structure must be repairable) & ULS (500 yr event, structure not repairable but must not collapse) Extent of investigation and testing – see 6.2.1 NZGS – investigation plan - #s of CPTs per site – devp vs. new dwelling? Software packages Plasticity limit testing and particle distribution testing. Aspects of guidelines agree to use – parameters, approaches from various section – PGA values Report on three aspects – see page 15 NZGS Guide What is deemed significant/insignificant/excessive? Retain SLS and ULS current practice and requirement? Use TC1 2 and 3 criteria for SLS and ULS design (table 3.1 DBH)? Tauranga related design guidance document? Based on DBH? 09 March 2012 9 9

What’s next – TCC? Firth design solutions Firth / geo-professional workshop – review foundation design solns. Final internal review and sign off Re-present to Developer / Building Industry Set implementation date – educate Implement BA procedure – mid / late 2013 Undertake additional research work – verify 2002 / 2006 maps 09 March 2012 10 10

SmartGrowth Review - Liquefaction Existing liquefaction maps (2003 / 2006) – show similar soils profiles to existing developed areas Likely ground conditions – sands, organic deposits, probable similar ground water levels – (Bell Road e.gs. - sand mining, RR application)

SG Review & Liquefaction cont’d. Future Work GNS Proposal – 3 fold Update regional Lq / Ls maps (1 – 3yr) Detailed Lq / Ls assessment for future urban Detailed Lq / Ls assessment for existing urban ( both 3 – 20yr) Use 2002 / 2006 approach include Chch findings etc. Agree with approach – review timing

Discussion / Questions 09 March 2012 13 13