SlideShare a Scribd company logo
1 of 13
Download to read offline
INTRODUCTION TO UNDERGROUND STRUCTURES
BUILDING STRUCTURES –VI
Introduction
Underground infrastructure refers to
any physical infrastructure that is
placed beneath the surface.
The space created below the
ground surface
Underground space may either be developed by:
• Open excavation in soft strata or soil, the top of which is subsequently covered to get the space
below, or
• Created by excavation in hard strata or rock.
Area of Use:
• Underground space is available almost everywhere, which may provide the site for activities or
infrastructure that are difficult or impossible to install aboveground or whose presence aboveground
is unacceptable or undesirable.
• Underground location of structures is advisable in regions with such unfavorable climatic conditions
and it offeres great safety against natural disasters.
Necessity and need…..??
Increase in
population
Developing
needs
Increasing
provision for
space
Megacities
Sustainable
development
▪ Local priorities
▪ Economic circumstance
▪ Environmental consideration
▪ Future development
Palika Bazar, an underground
market in New Delhi, India.
In Shanghai, China, more than 2
million m2 of subsurface space
has been developed as
underground buildings for various
uses since modernization in 1980.
A Gaussian distribution curve represents a
typical urban space use configuration, whereas
an inverted dome distribution curve represents
the goal of planning of urban space use
❑ Underground parking space
❑ Rail and road tunnels
❑ Sewage treatment plants
❑ Garbage incineration plants
❑ Underground mass rapid transport systems, popularly known as “underground metro”
❑ Underground oil storage and supply systems (through pipelines in tunnels)
❑ Underground cold storage
❑ Hydroelectric projects with extensive use of underground caverns and tunnels
Various underground infrastructure
Residential Non-residential Infrastructure Military
People oriented
use
Single family
Multiple family
Religious,
Recreational,
Institutional,
Commercial
Transportation of
passengers
Civil defence
Product oriented
use
- Industrial, Parking,
Storage,
Agriculture
Transportations of
goods, Utilities,
Energy, Disposal,
Mines
Military facilities
Categories and Sub categories
Classification by depth
Important considerations
❑ Geological
• Geology controls the landforms and hence the geometry of any site, as rock forms the
construction material. The method of construction, duration, and hence final cost depend on the
stability and workability of the ground.
• For example, a surface lying directly on bedrock provide better foundations together with better
opportunities for the use of underground space.
• One of the most important factors is the strength of the soil or rock mass into which underground
structures are excavated. Shallow underground structures can be constructed in soil or highly
weathered rock using cut-and-cover construction.
• Strong rock with uniform physical properties is the preferred choice for underground construction
❑ Engineering
• Underground structures must maintain stability of the surrounding geological environment. In some
cases the ground can be self-supporting up to certain span limitations.
• Engineering geologists and civil engineers commonly describe the physical quality of rock using a
simple parameter known as the rock quality designation (RQD).
❑ Psychological and Physiological
• Negative associations with underground space generally include darkness combined with humid,
stale air, and no sunlight
• Physiological concerns with the underground focus primarily on the lack of natural light and poor
ventilation.
Advantages of underground structures
• Potential physical benefits
• Protection from noise, vibration, explosion, fallout etc
• Security
• Environmental advantages
• Energy use
• Initial/Land cost savings, Construction cost savings
• Land use efficiency
Drawbacks of underground structures
• Physical
• Climate isolation
• Communication
• Human Occupancy
• Safety
• Ventilation
• Economic considerations
Survey and design
• Literature search, remote sensing and surface scanning
• Physical exploration, boring and in situ test
• Investigating underground water, structure, and discontinuous bedrock
• Bedrock modelling and use of in situ test data
• Optimum space selection
Construction and Execution
• Construction, drilling, waste soil disposal, and treating the area near drilling
• Maintenance, coating, draining, and management
• Maintaining good working conditions
Operations and control technology
• Risk management
• Air conditioning, ventilation, water supply etc
• Maintenance
Various Stages involved in Underground development
Underground Parking Design
Construction of underground parking facilities has
increasingly drawn attention as a solution for parking
problems in urban areas.
To date, underground parking has been constructed in
conjunction with underground shopping malls, companies,
residential units.
Types of parking
facilities
Surface structures
Above ground
structures
Underground
structures
Mechanized
Non-
Mechanized
Modern Mechanical Underground Parking Options
❑ Trevipark System
• Trevipark offers cost-effective, fully automatic,
unmanned underground or aboveground car parking
system solutions, particularly for tight sites in urban
areas where space is at a premium.
• The car park is fully computer controlled from within
the silo, requiring no permanent operatives or
attendants, and conforms fully to ISO 9001/2
standards and European safety regulations
A standard silo can accommodate a
maximum of 108 cars in 441 m²
(ground surface area), that is, 21 ×
21 m; the car park can be built on
completion using the car parking
structure as part of the foundations
❑ Douskos Car parks
• The invention refers to mechanical underground car parks and parking station systems that are
constructed under the surface of streets, pedestrian areas, and other public areas.
• Existing other mechanical car parks, automated parking station systems, and those of traditional
type, nonmechanical parking stations are constructed underground or overground in public or
private areas.
Underground Metro and Road Tunnels
❑ Tunnel boring Machine (TBM)
• TBM has been perfected to excavate in
fair to hard rock masses.
• The principle of the TBM is to push
cutters against the tunnel face and then
rotate the cutters for breaking the rocks
in chips.
• Disc cutters are used for tunneling
through soft and medium hard rocks.
• Roller cutters are used in hard rocks,
although their cost is high.
❑ Precast Lining
• In some projects, fiber-reinforced precast
concrete linings have been adopted.
• Precast concrete segmental lining is now
used in soil, boulders, and weak rock
masses
Thank You…….

More Related Content

Similar to Introduction to Underground Structures _ Building Structures

Study of planning of public building
Study of planning of public buildingStudy of planning of public building
Study of planning of public buildingVikas Ubale
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aRai University
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aRai University
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aRai University
 
Basement construction report
Basement construction reportBasement construction report
Basement construction reportANKITAARORA85
 
Highway engineering at high altitudes
Highway engineering at high altitudesHighway engineering at high altitudes
Highway engineering at high altitudesPrashant Shekhar
 
SITE-WORK (Estimate of site work materials etc.).pdf
SITE-WORK (Estimate of site work materials etc.).pdfSITE-WORK (Estimate of site work materials etc.).pdf
SITE-WORK (Estimate of site work materials etc.).pdfjeraldgabino021227
 
Lecture_all.pdf
Lecture_all.pdfLecture_all.pdf
Lecture_all.pdfRanadita
 
101under water conustrution.pptx
101under water conustrution.pptx101under water conustrution.pptx
101under water conustrution.pptxMEHALAS3
 
Construction Technology I Presentation Slides
Construction Technology I Presentation SlidesConstruction Technology I Presentation Slides
Construction Technology I Presentation SlidesJiaYu36
 
Chapter 2
Chapter 2Chapter 2
Chapter 2Est
 
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGS
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGSADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGS
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGSASHOK KUMAR TIWARY
 
Construction site
Construction siteConstruction site
Construction siteTimun Loh
 
high rise building (BURJ KHALIFA)
high rise building (BURJ KHALIFA)high rise building (BURJ KHALIFA)
high rise building (BURJ KHALIFA)suraj kumar
 
Marinetek floating
Marinetek floatingMarinetek floating
Marinetek floatingSOLVED
 
Trenchless Technology a Review
Trenchless Technology a Review Trenchless Technology a Review
Trenchless Technology a Review AkshathaBhandary
 

Similar to Introduction to Underground Structures _ Building Structures (20)

Study of planning of public building
Study of planning of public buildingStudy of planning of public building
Study of planning of public building
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction a
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction a
 
Diploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction aDiploma(civil) sem i boce_unit 3_building construction a
Diploma(civil) sem i boce_unit 3_building construction a
 
What measures are adequate for the safety of land and building?
What measures are adequate for the safety of land and building?What measures are adequate for the safety of land and building?
What measures are adequate for the safety of land and building?
 
Basement construction report
Basement construction reportBasement construction report
Basement construction report
 
Tunneling
TunnelingTunneling
Tunneling
 
Summer training
Summer  trainingSummer  training
Summer training
 
Highway engineering at high altitudes
Highway engineering at high altitudesHighway engineering at high altitudes
Highway engineering at high altitudes
 
SITE-WORK (Estimate of site work materials etc.).pdf
SITE-WORK (Estimate of site work materials etc.).pdfSITE-WORK (Estimate of site work materials etc.).pdf
SITE-WORK (Estimate of site work materials etc.).pdf
 
Q1 presentation
Q1 presentationQ1 presentation
Q1 presentation
 
Lecture_all.pdf
Lecture_all.pdfLecture_all.pdf
Lecture_all.pdf
 
101under water conustrution.pptx
101under water conustrution.pptx101under water conustrution.pptx
101under water conustrution.pptx
 
Construction Technology I Presentation Slides
Construction Technology I Presentation SlidesConstruction Technology I Presentation Slides
Construction Technology I Presentation Slides
 
Chapter 2
Chapter 2Chapter 2
Chapter 2
 
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGS
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGSADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGS
ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGS
 
Construction site
Construction siteConstruction site
Construction site
 
high rise building (BURJ KHALIFA)
high rise building (BURJ KHALIFA)high rise building (BURJ KHALIFA)
high rise building (BURJ KHALIFA)
 
Marinetek floating
Marinetek floatingMarinetek floating
Marinetek floating
 
Trenchless Technology a Review
Trenchless Technology a Review Trenchless Technology a Review
Trenchless Technology a Review
 

Recently uploaded

PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLManishPatel169454
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Christo Ananth
 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdfSuman Jyoti
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdfankushspencer015
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Bookingdharasingh5698
 
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance BookingCall Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Bookingroncy bisnoi
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfRagavanV2
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VDineshKumar4165
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringmulugeta48
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performancesivaprakash250
 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxfenichawla
 
KubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlyKubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlysanyuktamishra911
 
University management System project report..pdf
University management System project report..pdfUniversity management System project report..pdf
University management System project report..pdfKamal Acharya
 
Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01KreezheaRecto
 
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTbhaskargani46
 

Recently uploaded (20)

PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
 
Call Girls in Ramesh Nagar Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Ramesh Nagar Delhi 💯 Call Us 🔝9953056974 🔝 Escort ServiceCall Girls in Ramesh Nagar Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Ramesh Nagar Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
 
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
 
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance BookingCall Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdf
 
Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - V
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineering
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performance
 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
 
KubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlyKubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghly
 
University management System project report..pdf
University management System project report..pdfUniversity management System project report..pdf
University management System project report..pdf
 
Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01
 
NFPA 5000 2024 standard .
NFPA 5000 2024 standard                                  .NFPA 5000 2024 standard                                  .
NFPA 5000 2024 standard .
 
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
 
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
 

Introduction to Underground Structures _ Building Structures

  • 1. INTRODUCTION TO UNDERGROUND STRUCTURES BUILDING STRUCTURES –VI
  • 2. Introduction Underground infrastructure refers to any physical infrastructure that is placed beneath the surface. The space created below the ground surface Underground space may either be developed by: • Open excavation in soft strata or soil, the top of which is subsequently covered to get the space below, or • Created by excavation in hard strata or rock. Area of Use: • Underground space is available almost everywhere, which may provide the site for activities or infrastructure that are difficult or impossible to install aboveground or whose presence aboveground is unacceptable or undesirable. • Underground location of structures is advisable in regions with such unfavorable climatic conditions and it offeres great safety against natural disasters.
  • 3. Necessity and need…..?? Increase in population Developing needs Increasing provision for space Megacities Sustainable development ▪ Local priorities ▪ Economic circumstance ▪ Environmental consideration ▪ Future development Palika Bazar, an underground market in New Delhi, India. In Shanghai, China, more than 2 million m2 of subsurface space has been developed as underground buildings for various uses since modernization in 1980. A Gaussian distribution curve represents a typical urban space use configuration, whereas an inverted dome distribution curve represents the goal of planning of urban space use
  • 4. ❑ Underground parking space ❑ Rail and road tunnels ❑ Sewage treatment plants ❑ Garbage incineration plants ❑ Underground mass rapid transport systems, popularly known as “underground metro” ❑ Underground oil storage and supply systems (through pipelines in tunnels) ❑ Underground cold storage ❑ Hydroelectric projects with extensive use of underground caverns and tunnels Various underground infrastructure Residential Non-residential Infrastructure Military People oriented use Single family Multiple family Religious, Recreational, Institutional, Commercial Transportation of passengers Civil defence Product oriented use - Industrial, Parking, Storage, Agriculture Transportations of goods, Utilities, Energy, Disposal, Mines Military facilities Categories and Sub categories
  • 5. Classification by depth Important considerations ❑ Geological • Geology controls the landforms and hence the geometry of any site, as rock forms the construction material. The method of construction, duration, and hence final cost depend on the stability and workability of the ground. • For example, a surface lying directly on bedrock provide better foundations together with better opportunities for the use of underground space. • One of the most important factors is the strength of the soil or rock mass into which underground structures are excavated. Shallow underground structures can be constructed in soil or highly weathered rock using cut-and-cover construction. • Strong rock with uniform physical properties is the preferred choice for underground construction
  • 6. ❑ Engineering • Underground structures must maintain stability of the surrounding geological environment. In some cases the ground can be self-supporting up to certain span limitations. • Engineering geologists and civil engineers commonly describe the physical quality of rock using a simple parameter known as the rock quality designation (RQD). ❑ Psychological and Physiological • Negative associations with underground space generally include darkness combined with humid, stale air, and no sunlight • Physiological concerns with the underground focus primarily on the lack of natural light and poor ventilation.
  • 7. Advantages of underground structures • Potential physical benefits • Protection from noise, vibration, explosion, fallout etc • Security • Environmental advantages • Energy use • Initial/Land cost savings, Construction cost savings • Land use efficiency Drawbacks of underground structures • Physical • Climate isolation • Communication • Human Occupancy • Safety • Ventilation • Economic considerations
  • 8. Survey and design • Literature search, remote sensing and surface scanning • Physical exploration, boring and in situ test • Investigating underground water, structure, and discontinuous bedrock • Bedrock modelling and use of in situ test data • Optimum space selection Construction and Execution • Construction, drilling, waste soil disposal, and treating the area near drilling • Maintenance, coating, draining, and management • Maintaining good working conditions Operations and control technology • Risk management • Air conditioning, ventilation, water supply etc • Maintenance Various Stages involved in Underground development
  • 9. Underground Parking Design Construction of underground parking facilities has increasingly drawn attention as a solution for parking problems in urban areas. To date, underground parking has been constructed in conjunction with underground shopping malls, companies, residential units. Types of parking facilities Surface structures Above ground structures Underground structures Mechanized Non- Mechanized
  • 10. Modern Mechanical Underground Parking Options ❑ Trevipark System • Trevipark offers cost-effective, fully automatic, unmanned underground or aboveground car parking system solutions, particularly for tight sites in urban areas where space is at a premium. • The car park is fully computer controlled from within the silo, requiring no permanent operatives or attendants, and conforms fully to ISO 9001/2 standards and European safety regulations A standard silo can accommodate a maximum of 108 cars in 441 m² (ground surface area), that is, 21 × 21 m; the car park can be built on completion using the car parking structure as part of the foundations
  • 11. ❑ Douskos Car parks • The invention refers to mechanical underground car parks and parking station systems that are constructed under the surface of streets, pedestrian areas, and other public areas. • Existing other mechanical car parks, automated parking station systems, and those of traditional type, nonmechanical parking stations are constructed underground or overground in public or private areas.
  • 12. Underground Metro and Road Tunnels ❑ Tunnel boring Machine (TBM) • TBM has been perfected to excavate in fair to hard rock masses. • The principle of the TBM is to push cutters against the tunnel face and then rotate the cutters for breaking the rocks in chips. • Disc cutters are used for tunneling through soft and medium hard rocks. • Roller cutters are used in hard rocks, although their cost is high. ❑ Precast Lining • In some projects, fiber-reinforced precast concrete linings have been adopted. • Precast concrete segmental lining is now used in soil, boulders, and weak rock masses