Level 3 Flashcards

1
Q

Describe the property (Grove Road, Hertfordshire )?

A

Two storey concrete tiled, hipped roof with double bay windows. Multiple occupiers and many pets including fish tanks and vivariums.

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2
Q

What is mould growth?

A

Mould (sometimes referred to as mildew) is a fungal growth. Whilst mould itself is not toxic, some moulds can produce toxins that can have negative effects on human health, for example causing asthma

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3
Q

What four factors are required for mould growth?

A

Mould spores.
Food (anything with carbon atoms).
Appropriate temperature.
Moisture (70%-).

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4
Q

How does water enter buildings?

A
Condensation
Penetrating dampness
Rising dampness
Leaks (e.g. from pipework)
Trapped construction water (new builds)
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5
Q

Describe the main consequences caused by dampness within buildings.

A

Health hazard
Reduce strength of building materials
Cause movement in building elements
Lead to timber decay (dry and wet rot, insect attack)
Cause chemical reactions in building components
Reduce effectiveness of insulation
Damage decorations

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6
Q

How can you record damp in buildings?

A
Conductance Meter (aka Protimeter)
Carbide Testing (aka Speedy Meter)
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7
Q

Explain how a conductance meter can be used to measure dampness.

A

1) When materials absorb water, they can conduct electricity
2) Conductance meters have two metal probes (electrodes) which are firmly pressed into the material being tested
3) Electrical resistance between the two probes can then be measured

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8
Q

Explain how carbide testing can be used to measure damp.

A

Used for masonry products (e.g. bricks, blocks, mortars etc.)
Material is drilled slowly to minimise heating (and thus drying) then weighed and placed in a container
Specific amount of calcium carbide is added and container is sealed
Container vigorously shaken so two materials mix
Moisture in sample reacts with calcium carbide to produce acetylene gas, causing pressure inside the container, which gives a reading on the pressure gauge.

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9
Q

Explain some of the limitations of carbide testing to measure damp.

A

Knowledge of material being tested is required as different materials will differ in the amount of moisture they can contain and still be regarded as ‘dry’
Destructive - requires several readings for accuracy

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10
Q

What guidance is available in relation to dampness in buildings?

A

BRE BR 466 - Understanding Dampness

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11
Q

Where was the mould growth found in the property?

A

The mould was identified behind furniture and on clothes within the cupboards. Water droplets were also found around the windows.

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12
Q

What is condensation and how is it caused?

A

Condensation - change of water vapour naturally present in air into liquid water
The amount of water vapour the air can hold depends on its temperature (the warmer the air, the more water vapour it can hold)
If moist air comes into contact with a cold surface, the air will be cooled and its ability to hold water will reduce
Once the air falls to a temperature where it can no longer hold the amount of water vapour present (i.e. it becomes saturated), liquid water will form on the cold surface

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13
Q

What is meant by the terms ‘dew point’ and ‘relative humidity’?

A

Dew point - the temperature at which the air becomes saturated and will condense
Relative humidity - moisture content present within the air, referred to as a percentage of the amount of water vapour it can hold at that temperature

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14
Q

What problems are associated with condensation?

A

Mould growth
Health risks
Timber decay

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15
Q

How would you identify condensation within a building?

A

1) Wall has a ‘misty’ surface or stains or streaks of water running down a wall (particularly in bathrooms, kitchens and below windows)
2) Damp patches with no definitive edges or mould growth
3) Dampness behind wall cupboards or inside wardrobes against external walls (areas where air circulation is restricted)
4) Localised dampness at potential ‘cold bridges’
5) Humidity (measured using a hygrometer), insulation and ventilation levels as well as heating and living patterns must also be taken into account

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16
Q

Did you consider any other means of investigating if water ingress was present?

A

I did consult with a thermographer, however it was not the right season to carry out the investigation (middle of Summer).

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17
Q

What steps would you recommend to eliminate condensation?

A

Short term - mould-affected areas can be washed using a fungicidal or bleach solution - do not use water as this will just spread the mould

Long term - combination of the following:
Reduce moisture generation (lids on pans, dry clothes outside, vent tumble dryers externally, do not use paraffin or bottled gas heaters, put cold water in bath before hot)
Increase ventilation to remove moisture-laden air (open trickle vents, open windows, mechanical ventilation)

Increase air temperature by heating - warmer air can hold more water vapour without condensing
Increase surface temperature by thermal insulation (external or internal)

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18
Q

What is interstitial condensation?

A

Occurs within the structure of an element, as opposed to on its surface.

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19
Q

How would you deal with interstitial condensation?

A

If it occurs in a material such as timber, action will be needed to prevent risk of rot, usually by installing additional wall insulation
If internal inuslation is added, a vapour barrier must be provided on the warm side of the insulation to act as a barrier to interstitial condensation

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20
Q

What guidance is available in relation to condensation in buildings?

A

BS 5250:2011 - Code of practice for control of condensation in buildings

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21
Q

What is condensation and how is it caused?

A

Condensation - change of water vapour naturally present in air into liquid water
The amount of water vapour the air can hold depends on its temperature (the warmer the air, the more water vapour it can hold)
If moist air comes into contact with a cold surface, the air will be cooled and its ability to hold water will reduce
Once the air falls to a temperature where it can no longer hold the amount of water vapour present (i.e. it becomes saturated), liquid water will form on the cold surface

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22
Q

How does modern living standards affect the occurrence of condensation within buildings?

A

Double-glazed windows can create a more ‘sealed’ building that lacks adequate ventilation
Trickle vents in windows (where present) are often kept closed

Balanced flue boilers (instead of open fires) reduce natural ventilation

Central heating systems are often used intermittently, meaning cold surfaces may coincide with high humidity levels

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23
Q

What are the different mechanisms of water ingress relating to penetrating dampness?

A
Gravity
Capillary action
Surface tension
Kinetic energy (splashing)
Wind force
Differential air pressure (inside and out)
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24
Q

What are the common causes and routes of penetrating dampness?

A

Slipped roof tiles
Inadequate chimney/parapet flashing
Copings without drips or not bedded on DPCs
Leaking gutters (lack of correct support, damaged joints, lack of regular clearing)
Overflowing hopper heads
Leaking downpipes (broken joints, rusting cast iron downpipes to rear against wall)
Continuously running cistern overflows (not discharging water clear of wall)
Blocked gulleys (resulting in water splashing against wall)
Cracked render or movement cracks in brickwork
Defective pointing (recessed joints that could lead to frost action)
Cavity ties (upside down so drip ineffective, mortar droppings resting on ties, uneven courses resulting in ties sloping toward inner leaf)
Inadequately fixed cavity insulation boards causing bridging of the cavity from outer to inner leafy
Poorly fitted windows and doors
Sills without drips
Poorly designed thresholds
Missing vertical DPCs
Driving rain on solid walls in particularly exposed situations (on cliff sides/west side of the Pennines)
Vegetation growth to damp/shaded brickwork
Repointing older buildings with cement mortar - stronger but less breathable than lime mortar, reducing the rate of evaporation. Also not as flexible so more likely to crack through drying shrinkage, thus allowing water ingress
Applying strong external renders (for the same reasons as using strong mortars)
Walls built in denser materials (e.g. granite or engineering bricks) - lack the ability to absorb water so most water runs down the face, which makes minor cracks more critical in allowing moisture ingress. Evaporation is also restricted

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25
Q

How would you identify penetrating damp within a building?

A

Distinct damp patches with well-defined edges
Often in localised areas
Moisture readings show sharp change from wet to dry
Patches of efflorescence (crystallisation of sulphates and carbonates present in building materials)
Timber in area of damp has high moisture content
External inspection may reveal obvious defects (e.g. cracked render/brickwork, damaged downpipes etc.)
Deep wall probes indicate high readings in centre of wall
Line of dampness on internal plasterwork corresponding with mortar joints where cement mortar/dense wall materials have been used
Measure wall temperature, air temperature and RH to eliminate condensation
Salt analysis shows zero level of nitrates and chlorides, eliminating rising damp

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26
Q

What steps would you recommend to eliminate penetrating damp?

A

Identify the source of penetrating damp and remove or provide a barrier, for example:
Replace defective rainwater goods
Introduce DPCs beneath copings or vertical DPCs around openings
Repair cracked render/brickwork
Unblock gulleys/rainwater goods
Replace poorly installed cavity ties
Application of a hydrophobic masonry paint (repels water but still allows the wall to breathe) may also be beneficial for solid walls that experience excessive rain penetration

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27
Q

What is rising damp and how is it caused?

A

Ground water rising by capillary action through pores of the wall or floor material (Tide Line/1m)

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28
Q

Give some examples of how rising damp can be caused?

A

Causes:
Lack of/ inadequate lapping/failure of DPC/DPM

Bridging of an existing DPC/DPM (often by external rendered finishes or raised ground levels) or splashing from rain.

Increase in ground water levels (e.g. man-induced changes to the water table, leaking drains, blocked land drainage systems, leaking water mains and springs) - likely if rising damp occurs fairly suddenly.

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29
Q

What height can rising damp reach and what factors can affect this?

A
Rarely higher than 1.5m
Depends on:
Supply of water
Pore structure of materials
Rate of evaporation
Heating within building
Chemicals in ground and walls - efflorescence can block capillaries through which water evaporates, thus driving water further up the wall
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30
Q

What problems are associated with rising damp?

A

Lead to outbreaks of dry or wet rot under the right conditions
Reduce the strength of building materials, such as chipboard and plasterboard
Reduce the effectiveness of insulation
Damage decorations

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31
Q

How would you identify rising damp within a building?

A

1) Visual inspection of possible causes (lack of / bridging of DPC/DPM etc.)
2) Characteristic tide mark that does not extend beyond the lower part of the wall
3) Damp contours can be pinpointed with a moisture meter
4) Damp limited to usually 1m-1.5m above ground and readings above peak will drop quickly
5) High percentage of moisture content in timber skirtings
6) Salt analysis using a calcium carbide meter determines a high level of nitrates and chlorides, which are contained naturally in the subsoil
7) Areas of dampness appear to get wetter in humid conditions due to hygroscopic salts (nitrates and chlorides) brought up from the ground, which attract water in from the atmosphere
8) BRE Digest 245 (Rising Damp in Walls - Diagnosis and Treatment) contains detailed guidance on rising damp identification and remediation

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32
Q

What steps would you recommend to eliminate rising damp?

A

Identify the source of rising damp and remove or provide a barrier, for example:
Lower the ground level (where DPC is breached or ground level is not 150mm below DPC)
Repair leaking drains/water mains
Unblock land drainage systems
Replace DPC or provide new where non-existent
Replace plaster/finishes where hygroscopic salts may still be present
Renew to height 300mm above level of rising damp
Re-plaster with a cement-based plaster (not gypsum plaster as most of these cannot prevent the passage of hygroscopic salts and quickly breakdown in wet conditions), preferably containing a waterproofer or salt inhibitor

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33
Q

What different methods of installing/replacing DPCs are available?

A

Installation of any type of DPC must be by a reputable company and members of the British Wood Preserving and Damp-Proofing Association (BWPDA) offering an insurance backed guarantee for the works:

Physical replacement - more expensive, disruptive and can only be laid on horizontal course (not suitable for rubble walls)
Chemical injection - cheaper, lines the pores with a water-repellent solution (usually silicone/latex) however effectiveness depends on its successful penetration of the wall and lack of ‘viscous fingering’ (chemical spreads out and does not form a continuous barrier)
Electro Osmotic DPC - a titanium wire (anode) is secured around the wall at DPC level and connected to a small power supply, which causes moisture molecules to repel down the wall back into the ground (not supported by the BRE)

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34
Q

What guidance is available for rising damp problems?

A

BRE Digest 245 (Rising Damp in Walls - Diagnosis and Treatment) - rising damp identification and remediation

BS 6576:2005 - Code of practice for diagnosis of rising damp in walls of buildings and installation of chemical DPCs

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35
Q

What methods can be used to minimise dampness within a basement?

A

Dense Monolithic Concrete
Tanking
Bund Wall System
Drained Cavity System

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36
Q

What are the disadvantages of using tanking as a method of waterproofing a basement?

A

Water is not drained, merely pushed to other areas around the structure, which could cause problems elsewhere
Only external tanking will protect the structure from aggressive sulphates that may be present in the surrounding soil, which is not always possible

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37
Q

What is a bund wall and how can it be used as a method of waterproofing a basement?

A

Construction of an inner non-load bearing wall to form a cavity joined to special triangular tiles laid to falls
This enables moisture to collect in the cavity and drain away into a sump, where it can be pumped into the surface water drainage system
Cavity should be ventilated

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38
Q

What is a drained cavity system and how can it be used as a method of waterproofing a basement?

A

Plastic membrane in an egg-crate type formation applied to the wall and floor with properly bonded overlap joints in one continuous system
Allows air and moisture to circulate and drains water into a sump, where it can be pumped into the surface water drainage system

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39
Q

What guidance is available for waterproofing basements?

A

BS 8102:2009 ‘Protection of Below Ground Structures against Water from the Ground’

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40
Q

How would you differentiate between rising damp and penetrating damp (RISING DAMP)?

A

For rising damp:

Positive salt analysis (containing nitrates and/or chlorides)
Visible tide mark to lower part of wall
Limit of dampness usually 1m-1.5m above ground
Moisture readings quickly drop above tide mark
Areas of dampness appear to get wetter in humid conditions (due to hygroscopic salts drawn up from the ground)
External inspection may indicate missing or bridged DPC

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41
Q

How would you differentiate between penetrating damp and condensation (PENETRATING DAMP)?

A

For penetrating damp:

Moisture content is usually localised/isolated
Moistures readings identify an epicentre of the water entry
High moisture content within fabric of element, not just on its surface
Evidence of an external defect (e.g. wall cracking, defective downpipe etc.)
Measure wall temperature, air temperature and RH to eliminate condensation
Mould growth unusual

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42
Q

How would you differentiate between rising damp and condensation (CONDENSATION)?

A

For condensation:

Water is usually on the wall face when wiped with hand
Negative salt analysis (no nitrates or chlorides)
Moisture readings may occur across the full height of a wall (although higher readings at lower levels as warm air rises so less chance of condensation)
Moisture content of skirting normal but may contain staining due to water run-off
Deep wall probes indicate low readings in centre of wall
Mould growth likely
Surface temperature is below dew point temperature (established by measuring air temperature and RH)

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43
Q

What are hygroscopic salts and are they problematic?

A

Salts that absorb moisture in from the air
As they absorb water, they continually re-dissolve, which prevents any crystallisation
Often associated with rising damp, as nitrates and chlorides (both of which are hygroscopic) naturally present in sub-soil are drawn up through the wall with water and are left behind on the surface once the water evaporates, causing surfaces to become wetter from moisture in the air as well

44
Q

What is efflorescence and is it problematic?

A

Temporary white powdery substance often seen on the face of new brickwork and in cases of rising damp
Caused by sulphates and carbonates naturally present in building materials crystallising as water evaporates, due to their relatively insoluble nature
These salts are not hygroscopic and merely indicate that moisture is evaporating from the structure
They may only be problematic in cases of rising damp, as the crystals can sometimes block pores in brickwork, thus preventing evaporation and driving damp higher up the wall
Can be brushed off if appearance is causing a concern

45
Q

Where should a DPC be located?

A

Should be 150mm above ground level

46
Q

What materials would you expect a DPC to be constructed from?

A

Pre 1900 - slate
1900s onwards - bitumen
Modern - polymer materials

47
Q

What is the process with physically retro-fitting a DPC?

A

Cut out the brickwork and insert (access required from both sides)
Can cause issues with services within wall
Very costly and very disruptive

48
Q

What is the process with chemically injecting a DPC?

A

Holes are drilled in brickwork at 120mm centre
Chemical cream is injected at low pressure
External holes should then be plugged
Must be allow to dry before plastering
Can be difficult to ascertain the quality, best to ensure a guarantee for the work is provided

49
Q

What is thermal bridging?

A

Thermal bridging, often known as cold bridging, is caused where there is direct contact between internal and external faces of a building due to thermal properties of the fabric being poorer than that around the area. Will often cause localised condensation and therefore mould growth

50
Q

Why did the tenants refute the findings of condensation?

A

They believed that external factors caused water ingress such as a leak, with the source not being of internal causes.

51
Q

Educated on lifestyle changes to eliminate sources of moisture (humidity) EXAMPLES

A
  • Drying clothes outdoors

* Ensuring kitchen and bathroom doors are closed when occupied

52
Q

Increasing the exchange of internal air (ventilation). EXAMPLES

A
  • Move furniture away from external walls

* Make use of extractor fan when showering

53
Q

Controlling the moisture capacity of the air (heating) EXAMPLES

A

Ensure property is adequately heated.

54
Q

Describe the buillding you found this on (Gibb Croft- Harlow)?

A

End of terrace with pitched roof, concrete tiles, two storey cavity walls with render to upper floors. C.1990s.

55
Q

Who was the client?

A

Social Housing Association

56
Q

What was the soil type?

A

London Clay

57
Q

How did you know what type of soil it was?

A

British Geological Soil Map

58
Q

What are typical defects of 1980’s terraced properties?

A

Blocked guttering, poor workmanship, lack of lateral restraint, condensation issues, i.e. mortar on cavity walls, sealant issues.

59
Q

What is the Burland Scale?

A

Used to describe or measure the damage (or risk of damage) to properties as a result of changes such as subsidence.

60
Q

Why did you sketch the crack?

A

As another point of reference, as photographs in certain light can not give a clear picture.

61
Q

How wide were the cracks?

A

Moderate (Burland Scale). Widest was 7mm.

62
Q

What are the typical effects for cracks that are moderate (5-15mm)?

A

Repointing/some brick replacements.
Doors and Windows sticking
Service pipes ma be fractured
Weathertightness impaired.

63
Q

What other checks did you do?

A

Neighbouring property, and also the external gable of end of terrace.

64
Q

Why do buildings crack?

A
Drying shrinkage (sand-lime bricks, too strong rendering mixes)
Thermal movement (lack of vertical movement joints)
Frost action (freeze-thaw cycle)
Ground movement (settlement, subsidence, heave)
Wall tie failure
Chemical reactions (carbonation, chloride attack, sulphate attack, ASR)
Lack of lateral restraint ('book-end' effect)
Overloading (roof spread, increase of internal imposed loads)
Vibration
65
Q

Why is cracking a problem?

A

Structurally unsafe,
Water penetration = damp problems
Could lead to (frost action, carbonation, wall tie failure)

66
Q

How do you monitor cracking and what are the procedures?

A

Proprietary calibrated tell-tale - measurement grid/scale is placed over the crack, however they are not always clear to read and are more easily affected by weather and vandals.

Glass tell-tale - placed over the crack and breaks if there is movement, therefore the least effective method, as it only indicates movement has happened, nothing else

67
Q

Categorise the severity of cracking.

A

BRE Digest 251, Table 1 (gives 6 categories of cracks based on size, with 0 being hairline cracks and 5 being cracks over 25mm)

Burland Scale.

68
Q

What is subsidence?

A

Downward movement of a building foundation caused by loss of support beneath

69
Q

What are the common causes of subsidence?

A

Influence of trees on shrinkable (cohesive) soils
Washing away of non-cohesive soils (e.g. leaking drains, burst water mains or underground streams)
Change in ground-water levels (e.g. abstraction or land drainage)
Mining
Nearby excavations

70
Q

How can trees cause subsidence?

A

Trees and shrubs in close proximity to the building can cause the soil to become desiccated and lose its cohesion as a result of water being taken up through their roots
Worse throughout periods of hot, dry weather (soils can become desiccated even without the presence of trees)
As a tree grows it will extract increasingly more water from the ground, which can still cause desiccation even without hot weather
Introducing new trees causes more water to be removed from the ground, thus heightening the problem

71
Q

How can subsidence be rectified?

A

Repair/alleviate the cause (e.g. repair/replace leaking drains, reduce height of trees)
Consult with an arboriculturalist when removing/gradually reducing the height of trees is concerned
Monitor the cracks and if no further movement occurs, repoint/patch/replace as necessary
Where movement is excessive and on-going, underpinning may be required
Where movement is slight and thought to be seasonal (usually where trees are concerned), it will be necessary to monitor the movement

72
Q

Who usually pays for damage caused by subsidence?

A

Most insurance policies cover the cost of repairing the loss and damage caused by ground movement, but not necessarily the cost of preventing further movement

73
Q

What is heave?

A

Upward movement of a building foundation caused by the expansion or swelling of the subsoil

74
Q

What are the common causes of heave?

A

The removal of trees on shrinkable (cohesive) soils

The freezing of ground water in frost-susceptible soils

75
Q

How can trees cause heave?

A

The ground slowly regains moisture that was once taken up by the tree roots
Can last up to 10 years so care is needed when building on sites soon after trees have been removed

76
Q

How can freezing ground water cause heave?

A

After a period of high rainfall, water fills the voids between the particles and in freezing weather expands as it turns to ice
Additional damage can be caused when the ice thaws and the ground settles
Worse if ground has a high water table

77
Q

Explain the process of diagnosing ground movement cracking.

A

1) Inspect the cracks - location, size, direction, age
2) Investigate the site - ground profile, soil type, tree proximity, drains testing, mining area
3) Determine the cause of the cracks from steps 1 and 2
4) Begin remedial action - alleviate cause, provide underpinning if necessary
5) Monitor cracks - minimum 18 months
6) Assess action for trees (if necessary) with an arboriculturalist

78
Q

What features of a crack may indicate that it has been caused by ground movement?

A

Extends above and below the DPC
Affects both internal and external surfaces
Diagonal in direction (stepped along brickwork)
Tapered

79
Q

Describe the typical cracking in subsidence?

A

Diagonal/stepped.

Wider at the top, tapering through weak points (window/door opening)

80
Q

Where is subsidence more likely to affect?

A

Extensions/Bays rotate away = foundations different.

81
Q

Name the two likely causes of Subsidence?

A
Trees= Mature trees removing moisure from cohesive soils. 
Drainage= Damaged drains, erosion/alluvial deposits.
82
Q

Describe the typical cracking in heave?

A

Vertical or tapered stepped cracking wider at the bottom.

83
Q

Name the likely cause of heave?

A

Removal of trees = expansion of cohesive soils.

84
Q

What are other causes of ground movement (Excluding heave/subsidence)

A

Sink holes, mining, landslip

85
Q

Is there a test for tree removal in relation to heave?

A

Yes,
If tree is same age/younger- no risk of heave.
If tree is older= risk of heave.

86
Q

What type of soil is usually affected by settlement?

A

Cohesive soils (viscous liquid squeezing out of a sponge). Sands/gravels do not usually exhibit settlement issues.

87
Q

What is thermal movement?

A

When the construction materials expand/contract as the temperature varies.

88
Q

What are some typical examples of thermal movement?

A

Oversailing DPC, Bulging, Fractures (tension/shear).

89
Q

What is lintel failure?

A

Diagonal cracks above window/door opening. Caused by failure of lintel or inability to deflect.

90
Q

What can cause bowing/leaning?

A
Lack of lateral retraint.
Walls too slender
Additional storeys
Increased floor loads
Vibration.
91
Q

What prevents bowing/leaning walls?

A

Lateral restraint:
Historically- tie bars/wall plates.
Modern- Lateral straps (Floor>Wall)

92
Q

What is roof spread?

A

Weight of the roof produces outward force to the top of the walls.

93
Q

What do you know about chemical reactions and building movement? (Chimney stacks/Parapet walls)

A

Soluble sulphate salts in clay bricks (efflorescence) react with portland cement and increase in volume.

94
Q

What is freeze that action?

A

Water trapped in pores of porous building material, freezer resulting in expansion. Coatings that trap water can make it worse. Left untreated can cause structural issues.

95
Q

Which tree types extract the most water from the ground?

A

Broad Leaf- Poplar, willow, oak, elm, horse chestnut and sycamore

96
Q

As a general rule, how far away should trees be from buildings?

A

Full mature height away from a building and one and a half times when part of a group/row
However, this does not necessarily mean they should be removed if closer, especially mature trees

97
Q

What RICS guidance is available in relation to ground movement and what information does it contain?

A
Guidance for professionals involved in subsidence claims, including:
Causes of subsidence, heave and landslip
Causes of other building fractures
Policy cover details
Handling claims
Repair techniques
Recoveries and contribution
Relevant voluntary agreements
98
Q

What is underpinning?

A

Process of strengthening the foundation of an existing structure by transferring the load carried by the foundation from its existing bearing level to a new level at a lower depth

99
Q

Explain the sequence of work involved in underpinning a strip foundation.

A

Soil beneath the existing foundation being excavated and replaced in phases with foundation material, normally concrete

1500mm long are excavated in a strategic order so there are never adjacent bays being worked on at the same time

100
Q

Detail some alternative methods of underpinning.

A

Jack pile underpinning:
Used where depth required is too deep for traditional underpinning
Precast concrete pile is hydraulically jacked beneath existing foundation.
Existing foundation must be in good condition as it must rest on the pile caps once the pile has been inserted

Needle and pile underpinning:
Used where condition of existing foundation is unsuitable for traditional or jack piling
Reinforced concrete beams (aka ‘needles’) are connected to small diameter bored piles which take the load
Can be cantilevered where access beneath existing foundation is restricted.

Expanding foam:
Relatively modern technique where foam is injected into foundations, filling any voids and solidifying
No excavation required.

101
Q

What guidance is available in relation to underpinning?

A

BRE Digest 352 (Underpinning) contains further information

102
Q

What was the effect of the two mature trees on the cracking?

A

Uptake of water = drying out clay.

103
Q

What would dropped concrete paving slabs indicate?

A

That there has been ground movement beneath.

104
Q

Why did you advise a SE to follow up the investigation?

A

To confirm the findings and recommend appropriate remedial action. Qualified and competent to do so (The Institute of SE)

105
Q

What would an arboriculturist report assist with?

A

An arboricultural survey (or tree survey) is a technical document produced by an arboriculturist (tree expert), which is used to assess and record trees within a particular site or area.

106
Q

What is pollarding/tree removal?

A

Pollarding is pruning of upper branches.