Principles and applications for monitoring and assessing underground cavities sites
Dr. Zili Li
Lecturer (tenured Assistant Professor)
in Geotechnical Engineering
University College Cork
Irish Centre for Applied Geoscience (iCRAG)
zili.li@ucc.ie
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Who am I ?
Zili Li
Professional areas:
Underground space technology, Innovative monitoring technology,
Internet of things, big data analytics in geotechnics
Education & Work | Location | Time |
Bachelor in Civil Engineering | Tongji University, China | 2006.9 – 2010.7 |
Ph.D. in Geotechnical Engineering | University of Cambridge, UK | 2010.10 – 2014.10 |
Postdoctoral Research Fellow | Colorado School of Mines, US | 2014.2 – 2015.3 |
Research Associate | University of Cambridge, UK | 2015.5 – 2016.5 |
Lecturer | University College Cork, Ireland | 2016.5 – Present |
Content
Innovative monitoring and assessment technologies for underground sites
Content
Innovative monitoring and assessment technologies for underground sites
Wireless Sensor Network
(in real time or continuous time)
Wireless sensor network
Data
transmitting
Gateway
Displacement gauge
/ Crackmeter
Dublin Port Tunnel monitoring in partnership with TII
Mobile network
Gateway
Tunnel surface spalling
Cracks at the tunnel springline
water leakage and crack at the tunnel crown
Structural deterioration at Dublin Port Tunnel
A Cross passage at Dublin Port Tunnel
Dublin Port Tunnel
WSN Monitoring the performance of Dublin Port Tunnel
The long-term ageing behaviour of a cross passage at Dublin Port Tunnel
Tunnel deteriorations
Water leakage; concrete cracks; concrete corrosion; concrete spalling
WSN monitoring
Structural inclination
Structural movement
Crack development
14 tiltmeters
2 crackmeters
2 gateways
Monitoring the performance of Dublin Port Tunnel
The long-term ageing behaviour of a critical section of Dublin Port Tunnel
WSN monitoring of aging road tunnel
Inclinometer ring on central Layby Tunnel (Northbound)
T4: B axis: 0.0100°/month, counter clockwise
T6: A axis: 0.0048°/month, clockwise
T5: B axis: 0.0049°/month, counter clockwise
The upper part of layby tunnel lining is tilting inwards the tunnel.
Observed tunnel deformation rate is much greater than that predicted by finite element models!
WSN monitoring of Underground World Heritage
WSN Monitoring for Dolmen de Antelas in Aveiro, Portugal
Dolmen de Antelas in Aveiro, Portugal
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Structural parameter: inclination, crack development, distance change
Inclination development
inclination development
Environmental sensor: CO2, temperature, relative humidity
Wireless Sensors
CO2 change during experiment
Crack development with time
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Content
Innovative monitoring and assessment technologies for underground sites
Fibre optic cable
Distributed fibre optical sensing (in 3D continuous space)
Optical Analyser
…
Main advantages:
Diaphragm wall cage
Spool for cables
Fibre optical cables
Comparison between DFOS and other field data
Incremental lateral displacement along the D-wall
Fibre optic cable deployment at CERN Tunnel
the European Organization for Nuclear Research
near Geneva, Switzerland
CERN: Conseil Européen pour la Recherche Nucléaire
2013
Higgs boson
Installation of Fibre Optic Sensors: CERN tunnel
Optical analyser
Cables loops
Shaft
OUTPUT
Axial strain
Tunnel side
CUT DATA
INPUT
Fibre optical data analysis
Crown
Tunnel side
Development of tunnel strain with structural deterioration in the long term
Content
Innovative monitoring and assessment technologies for underground sites
Tunnel Cracks
Camera on a robotic arm at CERN
Image data acquisition methods
Manual inspection and take pictures
Drone tunnel inspection
Tunnel shaft inspection at CERN
Drone inspection
Centreline location for drone flight
Pilot certificate for drone operation
Drone tunnel inspection
infrared camera
No spotlight
With spotlight
Photos taken at different heights
Content
Innovative monitoring and assessment technologies for underground sites
Image pre-processing procedures
Fig 1 original image
Fig 2 after radical filter
Fig 3 after dehaze
Apply the same setting to all images in one task
Image stitching
4 Original images
1 Stitched image
Create a Data Base- Image segmentation
Content
Innovative monitoring and assessment technologies for underground sites
In Deep Learning, the most commonly adopted method of image analyzation is based on Convoluted Neural Networks(CNN).
Convoluted Neural Networks(CNN)
Unlike conventional CNN development from scratch, the proposed CNN incorporates transfer learning in the form of the VGG16 model with weights transferred from ImageNet.
Transfer Learning
The transfer learning models are trained using over 10k+ images validated on 2’500 images with 256 x 256 pixels in uniform size
ImageNet: More than 14 million images
VGG16 model
Original Image
Scanning window Pass 1
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Original Image
Prediction Made
CNN for crack Detection
The CNN achieved a accuracy of high results in training of 98.7 %, and out of sample accuracy of 97.9%. The integration of scanning window method into the CNN increased the accuracy.
Content
2. Image processing and deep learning
Automatically classify the cracks into 4 categorise
following road tunnel civil engineering inspection guidebook:
Vertical
Horizontal
Diagonal
Complex
Crack types
Crack Classification
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The test metrics for the crack classification model
Image Name | | | Predicted label |
horizontal-10.png | True positive | | Horizontal |
horizontal-113.png | | False negative | Diagonal |
horizontal-116.png | True positive | | Horizontal |
horizontal-130.png | True positive | | Horizontal |
horizontal-156.png | True positive | | Horizontal |
horizontal-16.png | True positive | | Horizontal |
horizontal-161.png | True positive | | Horizontal |
horizontal-187.png | | False negative | No Crack |
horizontal-189.png | True positive | | Horizontal |
horizontal-193.png | True positive | | Horizontal |
horizontal-199.png | True positive | | Horizontal |
horizontal-21.png | True positive | | Horizontal |
horizontal-213.png | True positive | | Horizontal |
horizontal-214.png | True positive | | Horizontal |
horizontal-217.png | True positive | | Horizontal |
horizontal-3.png | True positive | | Horizontal |
horizontal-48.png | | False negative | Vertical |
horizontal-51.png | | False negative | Diagonal |
horizontal-52.png | True positive | | Horizontal |
horizontal-57.png | True positive | | Horizontal |
horizontal-58.png | True positive | | Horizontal |
horizontal-6.png | True positive | | Horizontal |
horizontal-60.png | True positive | | Horizontal |
horizontal-71.png | True positive | | Horizontal |
horizontal-72.png | | False negative | No crack |
horizontal-79.png | | False negative | No crack |
horizontal-81.png | True positive | | Horizontal |
horizontal-89.png | | False negative | Diagonal |
horizontal-91.png | True positive | | Horizontal |
horizontal-98.png |
| False negative | No crack |
Horizontal-48
Horizontal-51
Horizontal-187
Crack classification result
Summary
Thank you for your attention.
Dr. Zili Li
zili.li@ucc.ie
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