ACT Mud Walls flashcards
ACT Mud Walls · Build recall with a focused review session.
32 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Clay as natural binder
- In unstabilized earthen walls, clay particles coat and bind the sand and gravel skeleton. Too little clay weakens the mix; too much causes shrinkage cracks during drying.
- Rejecting organic topsoil
- Topsoil, roots and leaf matter contain organics that prevent clay and cement bonding, so strength drops and walls crumble. Soil with roughly more than 2% organic content is unsuitable.
- Plasticity index calculation
- Plasticity index equals liquid limit minus plastic limit, both measured on soil passing the 0.425 mm sieve. A high index signals a clay that shrinks and swells strongly.
- Proctor test outcome
- The Proctor compaction test compacts soil at several water contents and plots dry density against moisture. It identifies maximum dry density and optimum moisture content used for field control.
- Cement content for stabilization
- Rammed earth is normally stabilized with 4 to 10 percent cement by dry soil mass. Strength gains flatten above roughly 10 percent, so higher doses waste material and cost.
- Target rammed earth density
- Well-compacted rammed earth reaches about 1800 to 2100 kilograms per cubic metre. In-place density is the main field control parameter because it governs strength, stiffness and durability.
- Lime versus cement stabilizer
- Lime suits clayey soils and reacts pozzolanically with clay minerals, needing a mellowing period. Cement suits granular soils with low clay and sets quickly once water is added.
- Mellowing the soil mix
- After water is added, soil is covered and left 12 to 24 hours so dry clay lumps hydrate evenly. Mellowing gives consistent moisture and better compaction than immediate placement.
- Set time after mixing cement
- Cement-stabilized soil must be placed and compacted within roughly 60 to 90 minutes of adding water. Re-tempering a stiffened mix with extra water lowers final strength.
- Sugars and organic retarders
- Sugars, oils and organic acids retard or stop cement hydration. Water carrying more than about 0.5 percent sugar relative to binder mass should not be used for stabilized earth.
- Formwork release agent
- A thin coat of vegetable oil, mould oil or soap solution on clean form faces stops soil sticking. Without it, ramming tears the wall face when forms are stripped.
- Typical formwork panel height
- Rammed earth forms are usually 1.0 to 1.5 metres tall, matching about one day of placement. Forms are stripped and raised once the lifts below have stiffened.
- Tie rod spacing in forms
- Form panels are tied or clamped at roughly 600 to 900 millimetre centres to resist lateral pressure from ramming. Closer spacing is needed for tall or narrow forms.
- Compacted lift thickness
- Each rammed layer is placed loose at about 150 to 200 millimetres and compacted to roughly 100 to 150 millimetres. Thicker lifts stay loose at the base.
- Wall slenderness limit
- Unreinforced earthen walls should keep height-to-thickness ratios within about 10 to 12. A 300 millimetre thickness is a common minimum for loadbearing external walls.
- Plinth above ground level
- Earthen wall bases are raised 150 to 300 millimetres above external ground on a plinth with a damp-proof course, so capillary water and splash cannot reach the wall.
- Loose to compacted ratio
- Rammed earth typically shrinks from loose to compacted volume in a ratio of about 1.4 to 1.6 to 1, which converts loose soil volumes into finished wall volumes.
- Ramming pattern in lift
- Ramming begins at the formwork edges and progresses toward the centre, each pass overlapping the last. Edge-first patterns prevent loose zones along the finished face.
- Rebar cover in earth
- Steel reinforcement in earthen walls needs at least 25 to 50 millimetres of cover and should sit in the middle third, otherwise rust staining and spalling follow.
- Bamboo reinforcement treatment
- Bamboo used as reinforcement is seasoned, coated with bitumen or borate preservative against rot and insects, and lapped generously. Untreated bamboo swells and loses bond.
- Bonding successive lifts
- A dried lift surface is scarified about 5 to 10 millimetres deep, moistened, and coated with cement or clay slurry immediately before the next lift is placed.
- Block mortar joint thickness
- Compressed earth block walls use joints typically 10 to 12 millimetres thick with cement-sand, soil-cement or lime mortar. Head joints are staggered by at least a quarter block.
- Lintel bearing length
- Lintels over openings need at least 200 to 300 millimetres of bearing on the wall at each end. Openings narrower than about 600 millimetres may use a flat lintel.
- Ring beam purpose
- A continuous reinforced concrete or timber ring beam at the top of earthen walls ties walls together, spreads roof loads, and limits differential movement and cracking.
- Curing stabilized rammed earth
- Cement-stabilized earth is kept damp and covered for about seven days after compaction. Moist curing supports hydration; premature drying leaves weak, dusty surfaces.
- Why avoid cement plaster
- Cement-rich render is rigid and nearly impermeable, so it cracks and traps moisture inside earth walls. Clay or lime plasters stay breathable and tolerate small movements.
- Minimum roof overhang
- Roof eaves should extend at least 500 to 600 millimetres beyond the wall face, and more on windward sides, to keep driving rain off the earth surface.
- Ground slope away from walls
- Finished ground should fall away from the building at about 2 percent, or 1 in 50, for at least 3 metres, preventing ponding and splash erosion at the wall base.
- Silica dust control
- Dry soil handling releases respirable crystalline silica. Control it with water suppression or extraction, and wear at least a P2 or N95 respirator during dusty tasks.
- Manual rammer weight
- Hand rammers typically weigh 6 to 10 kilograms and are lifted repeatedly. Task rotation and shared lifting of form panels reduce back and shoulder injury on site.
- Oven dry moisture content
- Moisture content equals wet mass minus dry mass, divided by dry mass, times 100. The sample is dried at 105 degrees Celsius to constant mass, usually overnight.
- Wall plumb tolerance
- A finished earthen wall should be plumb within about plus or minus 10 millimetres over a 3 metre height, checked with a spirit level or plumb bob.