on - line risk management for slopes using fos & trs
DESCRIPTION
On - Line Risk Management For Slopes Using FOS & TRSTRANSCRIPT
OnOn--Line Risk Management Line Risk Management
for Slopes using FOS & TRSfor Slopes using FOS & TRS
presentation by
K T Chang
Prof., Kumoh National Institute of Technology. South Korea
Albert Ho Associate Director, Ove Arup & Partners Hong Kong Ltd,
Michelangelo(1475Michelangelo(1475Michelangelo(1475Michelangelo(1475----1564)1564)1564)1564)
Introduction and backgroundIntroduction and backgroundIntroduction and backgroundIntroduction and background
The RealThe RealThe RealThe Real----time Monitoring Systemtime Monitoring Systemtime Monitoring Systemtime Monitoring System
Typical Typical Typical Typical ApplicationApplicationApplicationApplication
An OverviewAn OverviewAn Overview
Closing RemarksClosing RemarksClosing RemarksClosing Remarks
Speed : Cost
Safety
Quality : Current inspection techniques are subjective and difficult to verify with audits, indicating that quality is variable depending on the individual, circumstances.
Auditability : In an increasingly litigious society, there is a greater need to prove that the inspection was undertaken and to have raw data available for review by an independent party,
Monitoring
▶Background
● Investment: 600 Billion for last 30yrs.
● Importance of Maintenance rather than Construction.
● Design & Construction : 85%, Maintenance:15%
● Disaster Prevention: Tremendous Savings
▶ Personal Motivation
● Uncertainties especially in the Field ofGeotechnical Eng.
● Confidence of Design, Lack of information through the follow-ups.
No Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No ImprovementNo Assessment, No Improvement
Key IdeasKey Ideas
Daily basesDaily basesDaily basesDaily basesDaily basesDaily basesDaily basesDaily bases-------- Risk management Risk management Risk management Risk management Risk management Risk management Risk management Risk management
MultiMultiMultiMultiMultiMultiMultiMulti--------disciplinarydisciplinarydisciplinarydisciplinarydisciplinarydisciplinarydisciplinarydisciplinary
From Signal process to information based, From Signal process to information based, KnowledgeKnowledge--based monitoring Systembased monitoring System
SLOPES on CHIP ?SLOPES on CHIP ?
PASTPASTPASTPAST
PRESENTPRESENTPRESENTPRESENT
PROSPECTIVEPROSPECTIVEPROSPECTIVEPROSPECTIVE
Types of Sensors usedTypes of Sensors usedTypes of Sensors usedTypes of Sensors usedTypes of Sensors usedTypes of Sensors usedTypes of Sensors usedTypes of Sensors used
Fiber Optic SensorFiber Optic SensorFiber Optic SensorFiber Optic Sensor
TRS SensorTRS SensorTRS SensorTRS SensorTRS SensorTRS SensorTRS SensorTRS Sensor
Rain GaugeRain GaugeRain GaugeRain GaugeRain GaugeRain GaugeRain GaugeRain Gauge
TiltmeterTiltmeterTiltmeterTiltmeterTiltmeterTiltmeterTiltmeterTiltmeter
-------- Best use of IT links,Best use of IT links,Best use of IT links,Best use of IT links,Best use of IT links,Best use of IT links,Best use of IT links,Best use of IT links,
-------- DurabilityDurabilityDurabilityDurabilityDurabilityDurabilityDurabilityDurability
-- SimplicitySimplicitySimplicitySimplicitySimplicitySimplicitySimplicitySimplicity
-- CostCostCostCostCostCostCostCost--------effectivenesseffectivenesseffectivenesseffectivenesseffectivenesseffectivenesseffectivenesseffectiveness
GPSGPSGPSGPSGPSGPSGPSGPS--------TRSTRSTRSTRSTRSTRSTRSTRS
Topographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslidesTopographical and climatic features creating landslides
High proportion of land mass consists of mountains and hills. High proportion of land mass consists of mountains and hills. High proportion of land mass consists of mountains and hills. High proportion of land mass consists of mountains and hills.
---- cut slopes are inevitable when constructing roadscut slopes are inevitable when constructing roadscut slopes are inevitable when constructing roadscut slopes are inevitable when constructing roads
High annual rainfall levelsHigh annual rainfall levelsHigh annual rainfall levelsHigh annual rainfall levels
Alternate process of freezing and thawing due to extreme Alternate process of freezing and thawing due to extreme Alternate process of freezing and thawing due to extreme Alternate process of freezing and thawing due to extreme
climatic variationsclimatic variationsclimatic variationsclimatic variations
Introduction and background:Introduction and background:Introduction and background:Introduction and background:
Cut Slopes Cut Slopes Cut Slopes Cut Slopes Cut Slopes Cut Slopes Cut Slopes Cut Slopes -------- the South Korean examplethe South Korean examplethe South Korean examplethe South Korean examplethe South Korean examplethe South Korean examplethe South Korean examplethe South Korean example
Total length of national roads : 14,000km (8,750miles)Total number of cut slopes exceeding 6m in height: 12,600
Constitution of cut-slopes
Rock 79%, soil 6%, mixed materials 15%
Cut slopes constructed during the 1970s∼1980s were made with a steep slope angle which reduced construction costs,safety not being the primary factor
Progress of CutProgress of CutProgress of CutProgress of CutProgress of CutProgress of CutProgress of CutProgress of Cut--------slopes Maintenanceslopes Maintenanceslopes Maintenanceslopes Maintenanceslopes Maintenanceslopes Maintenanceslopes Maintenanceslopes Maintenance
Run to FailureRun to FailureRun to FailureRun to Failure until 1994,
Preventive MaintenanceMaintenanceMaintenanceMaintenance since 1995
CSMS system ( D/B by experts ) since 1998,
Predictive MaintenancePredictive MaintenancePredictive MaintenancePredictive Maintenance ssssince 2002,
based on Real-time monitoring system ;
▶ 2002 : 4 trial sites, ▶2003 : 15 sites
▶ 2004 : 15sites, ▶ 2005 : 15 Sites
▶ 2006 : 15 Sites ▶ 2007 : 20 Sites
The TRS Sensor combines the The TRS Sensor combines the following:following:
•• The tension wire sensorThe tension wire sensor•• The The tiltmetertiltmeter sensorsensor
The system enables measurementThe system enables measurement ofofTTranslation,ranslation, RRotationotation andandSSettlement.``ettlement.``
The RealThe RealThe RealThe Real----time Monitoring Systemtime Monitoring Systemtime Monitoring Systemtime Monitoring System
TRS Sensors
TRS Sensors TRS Sensors TRS Sensors TRS Sensors TRS Sensors TRS Sensors TRS Sensors TRS Sensors
Arrays of TRS Sensors Arrays of TRS Sensors
Suppose that one of the
sensors is moving downwards
centering around a relatively
stable point on a defined
section.
Figure1. on the right hand
side shows the procedure of
vector analysis about how to
track down the failure plane
with the data acquired from
TRS sensors, which stands
for T; translation,
R; rotation, S; settlement.
Figure. 1
�� Vector AnalysisVector Analysis
- Location of slip surface using deformation vector
( ),A AA x y
( ),B BBx y
( ),C CCx y
R
O
I
OKk
KJk
JIk
'K
'J
''K ''JX
Y
()1TSy f x=
( ,O OOx y ) ( ),K KKx y
( ),J JJ x y
1
2
3
4
5
67
8
9
Legend:
1. Drilled hole
2. Cement
3. Pipe
4. Junction box
5. Communication cable
6. TRS sensor
7. Tension wire
8. Rain gauge
9. Data Logger
Tension Wire Sensor
Installation
One of the advantages with the One of the advantages with the One of the advantages with the One of the advantages with the tension wire sensor is that it tension wire sensor is that it tension wire sensor is that it tension wire sensor is that it measures relatively large measures relatively large measures relatively large measures relatively large displacements without the wire displacements without the wire displacements without the wire displacements without the wire being severedbeing severedbeing severedbeing severed
Rain GaugeRain Gauge
Examples of Application
Navigation SystemNavigation System
Real-Time Information for Traffic Safety
The Dangers of a Storm
Monitoring Data(March, 15 2000 ~ Sept., 2001)
2001년 6월중순경부터 응력의 변화가
급격히 증가하였는데 이 것은 2001년 월
별 강우량 집계에 나타나 있듯이 2001년
6월18, 19. 24일에 약200mm 이상의 강
우가 집중된 영향으로 보여진다. 1월부
터 6월까지는 강우량이 월 평균 수십mm
에 불과하였으며, 그 시기에 전국적인 심
한 가뭄을 겪고있었다 이러한 가뭄이 계
속되는 시기의 지반은 지반자체가 보지
하고있는 함수량이 말라버림으로서 겉보
기 점착력(Apparant cohesion)이 제거
되어 있는 상태라 할 수 있다. 이러한 지
반에 갑작스런 집중호우로 인해 포화상
태의 지반 단위중량증가로 인한 지반거
동으로 사료된다.
CATERGORISATION
RISK
&
CONSEQUENCES
OF FAILURE
Industrial development at foot of slope in South Korea
Industrial buildings in close proximity to foot of slope
Stabilising measures carried out a portion of slope
Incipient failure of the unsupported section of the slope
Failure of the unsupported section of the slope
Slope failure showing failed soil nails and shotcrete
System Schematic Real-time analysis program
DB ServerDB ServerDB ServerDB Server Web ServerWeb ServerWeb ServerWeb ServerClient PCClient PCClient PCClient PC
Internet (ADSL)Internet (ADSL)Internet (ADSL)Internet (ADSL)
CellularCellularCellularCellularWarningWarningWarningWarningSMS (Short Message SMS (Short Message SMS (Short Message SMS (Short Message Service)Service)Service)Service)
Central Maintenance Centre
Real-Time Monitoring for Slopes
DetectorDetectorDetectorDetectorSystemSystemSystemSystem
평면평면평면평면 + 원호파괴원호파괴원호파괴원호파괴
인장균열인장균열인장균열인장균열
정착지점정착지점정착지점정착지점
롤러장치롤러장치롤러장치롤러장치
Tension wire Tension wire Tension wire Tension wire 센서센서센서센서
자동자동자동자동 강우량강우량강우량강우량 센서센서센서센서자동자동자동자동 강우량강우량강우량강우량 센서센서센서센서
현장현장현장현장 설치설치설치설치 모식도모식도모식도모식도
Rain gauge
Site
Tension wire
Failure surface
Typical on-screen Real-Time Monitoring
display for Kimhae
KNBKNBKNBKNB
0000
200200200200
400400400400
600600600600
800800800800
1000100010001000
1200120012001200
1400140014001400
1600160016001600
1800180018001800
2000200020002000
2200220022002200
2400240024002400
2600260026002600
4/204/204/204/20 5/305/305/305/30 7/97/97/97/9 8/188/188/188/18 9/279/279/279/27 11/611/611/611/6 12/1612/1612/1612/16 1/251/251/251/25 3/63/63/63/6 4/154/154/154/15 5/255/255/255/25 7/47/47/47/4 8/138/138/138/13
경과시간(date)경과시간(date)경과시간(date)경과시간(date)
변형률(με)
변형률(με)
변형률(με)
변형률(με)
0000
20202020
40404040
60606060
80808080
100100100100
120120120120
140140140140
s4(2.5m)s4(2.5m)s4(2.5m)s4(2.5m)
s3(8.5m)s3(8.5m)s3(8.5m)s3(8.5m)
s2(11.5m)s2(11.5m)s2(11.5m)s2(11.5m)
s1(14.5m)s1(14.5m)s1(14.5m)s1(14.5m)
강우량(mm)강우량(mm)강우량(mm)강우량(mm)
Deformation/time plot with rainfall levels for Kimhae
Predictive Models
Typical on-screen display utilising
the innovative network camera
Sensor with warning lamp
Automatic control of traffic using signalling system
http://www.gmgnow.kr/google_map/
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to be printed in full.
Please contact the HKIE
Geotechnical Division should you
wish to have a complete version.