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BSS502
CONSTRUCTION TECHNOLOGY 1




                            1
PURPOSE
 To determine the site’s suitability for
 building and the nature and the extent of
 preliminary work that will be needed
Why it is important?
 It will shows the detailed to many
 physical aspect such as subsoil
 composition, demolition and the legal
 aspect such as planning permission, right
 of access and preservation order
                                         2
OBJECTIVES
•   To assess the general suitability of the site
    with the proposed works
•   To help produce a design which is adequate
    and economic
•   To help overcome possible difficulties &
    delays that may arise during construction
    period due to ground and other local
    conditions
•   To predict possible changes that may
    occur/cause of all changes in site condition
•   To maximize potential of the site

                                                3
DESCRIPTION
 A combination process which range from
 looking at published information such as
 maps to arrange laboratory test on the
 soil




                                        4
Information required from a site
investigation:
a. Information affecting the design of the
   structure:    shear      strength   and
   compressibility of the soil
b. Information affecting the construction
   of the works: the extent and properties
   of material to be excavated, or to be
   used for fill or for road bases or
   concrete aggregates


                                         5
Information required from a site
investigation:
c.   Information     on      ground water
     conditions: the level and seasonal
     variation of the water table, the
     pressures in the soil water, and the
     permeability of the soil.




                                        6
Planning an investigation:
•  In the earlier stages of an investigation,
   the information available is often
   inadequate to allow a detailed plan to
   be made.
•  The investigation must therefore
   proceed in 3 stages:
1. Desk study
2. Site reconnaissance
3. Detail Examination of Tests and
   Programs
                                            7
INFORMATION/ISSUES TO CHECK
  1.   Site Location
      Nearest town and city
      Schools,        emergency       services,
       entertainment,      recreation,   shops,
       transport and employment
      Distance from head office (client &
       builders) & traveling time
      Distance from nearest railway station to
       the site
                                               8
INFORMATION/ISSUES TO
CHECK
2. Accessibility
 Approach and site access roads, width,
  gradient, bends, sharp corners, condition
  and construction relative to transport
  heavy plant and equipment
 Bridges, strength, width and clearance
  height
 Temporary roads, rolled metal tracts or
  consider preparing sub base for new
  roads as temporary access
                                          9
INFORMATION/ISSUES TO
CHECK
3. Availability of space
 Site    offices, canteen, stores and
  compound
 Material storage areas and handling
 Construction area and assembly areas
 Plant location




                                     10
INFORMATION/ISSUES TO
CHECK
4. Services
 Water, drainage, electricity, gas &
  telephone
 Location will be determined from maps
  by consultation with the appropriate local
  authorities
 An estimate of buildings usage is also for
  ascertaining the demand on sewers and
  drains
                                           11
INFORMATION/ISSUES TO
CHECK
5. Ground composition
    Boreholes are required to determine :
 Changes in strata
 Strength of subsoil
 Toxicity of subsoil
 Stability of excavation
 Water table (depth below surfaces)



                                            12
INFORMATION/ISSUES TO
CHECK
6. Site clearance and demolition
 A plan of the site should indicate trees,
 shrubs and existing buildings and a site
 survey will reveal the extent of necessary
 leveling Demolition and excavation

 Method and cost
 Effect of trees and   structural prevention
 orders


                                                13
INFORMATION/ISSUES TO
CHECK
 Reuse of materials
 Protection of adjacent building
 Special insurance requirement
 Compensation payment and liability   for
  damage
 Distance to spoil tips and charge




                                             14
IN GENERAL…
• Dealt with local planning authority to
  ascertain         whether      there     are
  special/significant restrictions which could
  adversely affect the development of site
  building line position
• Survey      should include details of
  neighboring           development, future
  development and the position with regard
  to facilities in the area
• Should enquire the existence of any
  restrictive covenants such as right of way,
  light & drainage which may restrict the
  development                                15
THE PROCESS
•   Desk Study
•   Site Reconnaissance/ Walk over survey
•   Preliminary report or feasibility study
•   Preliminary Ground Investigation -
    Planning of main Preliminary report
•   Main Ground Investigation
•   Laboratory testing
•   Financial Report (Return of Investment)
•   Final report

                                              16
DESK STUDIES
• It is important to collect all available
  information about the site before starting
  work.
• A desk study is the collation and review
  of information already available about a
  site, and is carried out at an early stage of
  site appraisal to inform and guide the
  remainder of the site investigation.




                                              17
DESK STUDIES
• Collect as much material as possible
  about the site such as-
 Maps (geological, ordinance survey, etc)
 Air photograph
 Geological books & journal
 Mining records & reports of previous site
  investigation
 Library, news paper, adjacent buildings,
  etc.


                                          18
DESK STUDIES




               19
SITE RECOINAISSANCE / WALK OVER
SURVEY
 The    initial document search should be
  followed by a walk-over survey of the site and
  its surroundings.
 This should be a methodical examination of
  the site, based on defined classes of
  information, which complements the desk
  study and typically provides valuable
  information on matters such as:
         Topography: indications of slope
  instability, spoil heaps or signs of ground
  subsidence resulting from mining.
                                                   20
SITE RECOINAISSANCE / WALK OVER
SURVEY
     Geology: exposures of soils and rocks
  which can be examined and sampled.
     Surface water and ground water:
  signs of flooding; springs; water logging
      Vegetation: signs of vegetation die-back
  or restricted vegetation as a result of
  contamination of the ground; presence of
      invasive species such as Japanese
  Knotweed;       trees which may cause
  shrinkage and swelling of clay soils.
                                                  21
SITE RECOINAISSANCE / WALK OVER
SURVEY




The invasive root system and
strong growth can damage
foundations, buildings, flood
defences,      roads,     paving,
retaining walls and architectural
sites. It can also reduce the
capacity of channels in flood
defenses to carry water
                                    22
SITE RECOINAISSANCE / WALK OVER
SURVEY
      Ecology: indicators of protected species,
       newts, badgers, bats, nesting birds.
      Contamination: indications of spills,
       disturbed ground, areas of fill or spoil
   heaps, old fuel or oil tanks.
      Structures: settlement of existing
   structures      or the use of asbestos;
   indicators of archaeological value.


                                                   23
SITE RECOINAISSANCE / WALK OVER
SURVEY
    Local Knowledge: anecdotal information
     on past uses of the site or past problems
     in the area.
    Access & services: information such as
     access for site equipment and location of
     buried or overhead services




                                                 24
DETAIL EXAMINATION OF
 TESTS AND PROGRAMS/
 DETAILED EXPLORATION
The principal objectives of the detailed soil
test/investigation are as follows:
a. To determine in detail the geological
    structure of the site, including the
    thickness, sequence and extent of the
    strata.
b. To determine the ground water
    conditions

                                                25
DETAIL EXAMINATION OF TESTS AND
PROGRAMS/ DETAILED EXPLORATION

   c. To obtain disturbed and undisturbed
      samples     for    identification     and
      laboratory testing
   d. To carry out tests to determine the
      mechanical properties of the soil insitu




                                                  26
DETAIL EXAMINATION OF TESTS AND
PROGRAMS/ DETAILED EXPLORATION

    There are two principal methods of
    investigating the ground conditions, trial
    pits and boreholes




                                                 27
GROUND INVESTIGATION
Trial Pits
 Trial pits are shallow excavations going
  down to a depth not greater 6m.
 The trial pit as such is used extensively at
  the surface for block sampling and detection
  of services prior to borehole excavation.
 Can be dug by hand or mechanical excavator




                                             28
GROUND INVESTIGATION
Trial Pits
 Only suitable in dry area as they allow hand
  cut samples to be taken which minimize the
  disturbance of sample
 Most suitable use in exploring back filled
  area and sites overlain by variable natural
  deposits




                                                 29
GROUND INVESTIGATION




                       30
GROUND INVESTIGATION
Boreholes
• A borehole is used to determine the nature
  of the ground (usually below 6m depth) in a
  qualitative manner
• Recover undisturbed samples for
  quantitative examination. Where this is not
  possible, for in gravelly soils below the
  water table, in-situ testing methods are
  used.



                                                31
GROUND INVESTIGATION
• Obviously the information gained from a
  borehole is an extremely limited picture of
  the subsurface structure. It is therefore
  essential to compare the results obtained
  with those that could have been expected
  from the desk study. The greater the
  number of boreholes the more certain it is
  possible to be of the correlation and thus to
  trust in the results.
• The two principal types of boring machine
  used for Site Investigation which is light
  percussive and drilling machines.

                                              32
GROUND INVESTIGATION




                       33
TASK 1
Your team are appointed as a project
leader to a proposed mix development
project in Sri Iskandar, Perak. The site is
located on existing 300 acre of ex-mining
area. You are required to conduct the
site exploration according to phase by
phase. Assumption can be made to suit
to your project and site.
(1 hour task, 30 minutes for
presentation)

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lecture2 site investigation

  • 2. PURPOSE To determine the site’s suitability for building and the nature and the extent of preliminary work that will be needed Why it is important? It will shows the detailed to many physical aspect such as subsoil composition, demolition and the legal aspect such as planning permission, right of access and preservation order 2
  • 3. OBJECTIVES • To assess the general suitability of the site with the proposed works • To help produce a design which is adequate and economic • To help overcome possible difficulties & delays that may arise during construction period due to ground and other local conditions • To predict possible changes that may occur/cause of all changes in site condition • To maximize potential of the site 3
  • 4. DESCRIPTION A combination process which range from looking at published information such as maps to arrange laboratory test on the soil 4
  • 5. Information required from a site investigation: a. Information affecting the design of the structure: shear strength and compressibility of the soil b. Information affecting the construction of the works: the extent and properties of material to be excavated, or to be used for fill or for road bases or concrete aggregates 5
  • 6. Information required from a site investigation: c. Information on ground water conditions: the level and seasonal variation of the water table, the pressures in the soil water, and the permeability of the soil. 6
  • 7. Planning an investigation: • In the earlier stages of an investigation, the information available is often inadequate to allow a detailed plan to be made. • The investigation must therefore proceed in 3 stages: 1. Desk study 2. Site reconnaissance 3. Detail Examination of Tests and Programs 7
  • 8. INFORMATION/ISSUES TO CHECK 1. Site Location  Nearest town and city  Schools, emergency services, entertainment, recreation, shops, transport and employment  Distance from head office (client & builders) & traveling time  Distance from nearest railway station to the site 8
  • 9. INFORMATION/ISSUES TO CHECK 2. Accessibility  Approach and site access roads, width, gradient, bends, sharp corners, condition and construction relative to transport heavy plant and equipment  Bridges, strength, width and clearance height  Temporary roads, rolled metal tracts or consider preparing sub base for new roads as temporary access 9
  • 10. INFORMATION/ISSUES TO CHECK 3. Availability of space  Site offices, canteen, stores and compound  Material storage areas and handling  Construction area and assembly areas  Plant location 10
  • 11. INFORMATION/ISSUES TO CHECK 4. Services  Water, drainage, electricity, gas & telephone  Location will be determined from maps by consultation with the appropriate local authorities  An estimate of buildings usage is also for ascertaining the demand on sewers and drains 11
  • 12. INFORMATION/ISSUES TO CHECK 5. Ground composition Boreholes are required to determine :  Changes in strata  Strength of subsoil  Toxicity of subsoil  Stability of excavation  Water table (depth below surfaces) 12
  • 13. INFORMATION/ISSUES TO CHECK 6. Site clearance and demolition A plan of the site should indicate trees, shrubs and existing buildings and a site survey will reveal the extent of necessary leveling Demolition and excavation  Method and cost  Effect of trees and structural prevention orders 13
  • 14. INFORMATION/ISSUES TO CHECK  Reuse of materials  Protection of adjacent building  Special insurance requirement  Compensation payment and liability for damage  Distance to spoil tips and charge 14
  • 15. IN GENERAL… • Dealt with local planning authority to ascertain whether there are special/significant restrictions which could adversely affect the development of site building line position • Survey should include details of neighboring development, future development and the position with regard to facilities in the area • Should enquire the existence of any restrictive covenants such as right of way, light & drainage which may restrict the development 15
  • 16. THE PROCESS • Desk Study • Site Reconnaissance/ Walk over survey • Preliminary report or feasibility study • Preliminary Ground Investigation - Planning of main Preliminary report • Main Ground Investigation • Laboratory testing • Financial Report (Return of Investment) • Final report 16
  • 17. DESK STUDIES • It is important to collect all available information about the site before starting work. • A desk study is the collation and review of information already available about a site, and is carried out at an early stage of site appraisal to inform and guide the remainder of the site investigation. 17
  • 18. DESK STUDIES • Collect as much material as possible about the site such as-  Maps (geological, ordinance survey, etc)  Air photograph  Geological books & journal  Mining records & reports of previous site investigation  Library, news paper, adjacent buildings, etc. 18
  • 20. SITE RECOINAISSANCE / WALK OVER SURVEY The initial document search should be followed by a walk-over survey of the site and its surroundings. This should be a methodical examination of the site, based on defined classes of information, which complements the desk study and typically provides valuable information on matters such as:  Topography: indications of slope instability, spoil heaps or signs of ground subsidence resulting from mining. 20
  • 21. SITE RECOINAISSANCE / WALK OVER SURVEY  Geology: exposures of soils and rocks which can be examined and sampled.  Surface water and ground water: signs of flooding; springs; water logging  Vegetation: signs of vegetation die-back or restricted vegetation as a result of contamination of the ground; presence of invasive species such as Japanese Knotweed; trees which may cause shrinkage and swelling of clay soils. 21
  • 22. SITE RECOINAISSANCE / WALK OVER SURVEY The invasive root system and strong growth can damage foundations, buildings, flood defences, roads, paving, retaining walls and architectural sites. It can also reduce the capacity of channels in flood defenses to carry water 22
  • 23. SITE RECOINAISSANCE / WALK OVER SURVEY  Ecology: indicators of protected species, newts, badgers, bats, nesting birds.  Contamination: indications of spills, disturbed ground, areas of fill or spoil heaps, old fuel or oil tanks.  Structures: settlement of existing structures or the use of asbestos; indicators of archaeological value. 23
  • 24. SITE RECOINAISSANCE / WALK OVER SURVEY  Local Knowledge: anecdotal information on past uses of the site or past problems in the area.  Access & services: information such as access for site equipment and location of buried or overhead services 24
  • 25. DETAIL EXAMINATION OF TESTS AND PROGRAMS/ DETAILED EXPLORATION The principal objectives of the detailed soil test/investigation are as follows: a. To determine in detail the geological structure of the site, including the thickness, sequence and extent of the strata. b. To determine the ground water conditions 25
  • 26. DETAIL EXAMINATION OF TESTS AND PROGRAMS/ DETAILED EXPLORATION c. To obtain disturbed and undisturbed samples for identification and laboratory testing d. To carry out tests to determine the mechanical properties of the soil insitu 26
  • 27. DETAIL EXAMINATION OF TESTS AND PROGRAMS/ DETAILED EXPLORATION There are two principal methods of investigating the ground conditions, trial pits and boreholes 27
  • 28. GROUND INVESTIGATION Trial Pits  Trial pits are shallow excavations going down to a depth not greater 6m.  The trial pit as such is used extensively at the surface for block sampling and detection of services prior to borehole excavation.  Can be dug by hand or mechanical excavator 28
  • 29. GROUND INVESTIGATION Trial Pits  Only suitable in dry area as they allow hand cut samples to be taken which minimize the disturbance of sample  Most suitable use in exploring back filled area and sites overlain by variable natural deposits 29
  • 31. GROUND INVESTIGATION Boreholes • A borehole is used to determine the nature of the ground (usually below 6m depth) in a qualitative manner • Recover undisturbed samples for quantitative examination. Where this is not possible, for in gravelly soils below the water table, in-situ testing methods are used. 31
  • 32. GROUND INVESTIGATION • Obviously the information gained from a borehole is an extremely limited picture of the subsurface structure. It is therefore essential to compare the results obtained with those that could have been expected from the desk study. The greater the number of boreholes the more certain it is possible to be of the correlation and thus to trust in the results. • The two principal types of boring machine used for Site Investigation which is light percussive and drilling machines. 32
  • 34. TASK 1 Your team are appointed as a project leader to a proposed mix development project in Sri Iskandar, Perak. The site is located on existing 300 acre of ex-mining area. You are required to conduct the site exploration according to phase by phase. Assumption can be made to suit to your project and site. (1 hour task, 30 minutes for presentation)