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Poured Concrete Walls Advantages

poured-concrete-walls (Medium)Concrete walls serve a number of functions. They can be retaining walls that keep back water or earth, decorative adornments to a yard or garden, or property markers. Many people decide to make concrete walls out of blocks, but the safest and strongest way would be to pour concrete into a pre-made framework and create a poured concrete wall.

Poured Concrete Walls vs. Concrete Blocks

There are several significant differences between poured concrete walls and walls made with concrete blocks, although made from exactly the same basic ingredients. The former is poured in a semi-fluid state into pre-built forms and then hardens to form a solid, monolithic concrete wall. A poured concrete wall requires the building of formwork and is consequently more labor-intensive. It’s also more time-consuming in that the curing procedure must be finished before any additional work can be done. Nonetheless, a solid concrete wall has exceptional load bearing capability. It’s also versatile, restricted only by the size and shape of the formwork. Solid concrete walls are less susceptible to leakage and there’s a greater chance of cracks developing in a concrete block wall due to resolution. A comparison of the construction procedure for each wall kind is given below.

  • Strength—Poured concrete walls have a compressive and flexural strength (web search these if you’re not an engineer) several times that of block and much beyond the required safety factor. The strength of concrete is frequently measured in pounds per square inch. You can use these same standards to concrete blocks and mortar. Let’s suppose that each of the test walls have the same strength. The strength of each wall is directly proportional to its cross sectional area.
    Water resistance— density, The increased strength, and joint-free building of walls that are poured drastically reduce basement water issues. A water tight cellar means more happy, and fewer service problems for contractors homeowners to boot.
  • Fire resistance—solid wall building affords at least twice as much protection against fire as hollow core concrete block.
  • Layout flexibility—Poured wall techniques are adaptable to most home layouts and can even be poured in brick or smooth finish.
  • Maintenance—Poured wall building barely ever requires maintenance

Poured Concrete Wall Costs

The total price to have a concrete retaining wall installed will be a mix of material and labor costs. The cost will grow, if you add a decorative finish, curves, measures, lighting or other upgrades. Hiring a contractor who’s experienced with pouring concrete walls will ensure that you get a quality product that can last for years. When building a concrete wall it is imperative the forms be assembled correctly, or the end result could have bulges or waves that make it seem sloppy.

What is acrylic render?

acrylic-render (Medium)Acrylic render is similar to ‘cement render’ with the only difference being that it does not contain any cement. Acrylic premixed renders have superior water resistance and strength.

Cement render dries solid and fragile, and is prone to cracking if ever there is movement in the walls, whereas acrylic render remains flexible and can consume a modest degree of motion, as it’s basically a sheath, or a coating.

Both systems have their limits and their own list of pros and cons. For the best results, they could be used one after another to reach the best of both worlds!

Acrylic Render Applications
Acrylic render can be used on a broader variety of surfaces including concrete, cement blocks, and AAC concrete paneling, than cement render. With the proper preparation, they could be used on smoother surfaces like cement sheeting, new high tech polymer outside cladding including Uni-Base, and expanded polystyrene. A few of these require activation with cement only prior to application.
Some combined acrylic renders have a smoother complexion than conventional leaves. Additionally, there are many various acrylic-bound pigmented ‘designer’ finishing. Various finishes, patterns and textures are possible such as sand, sandstone, marble, rock, stone chip, lime clay or wash like finishes. There are stipple, glistening those with anti fungal properties and enhanced water resistance, and finishes. Depending upon the merchandise, they could be rolled, troweled or sponged on. A limited amount can also be sprayed on. Acrylic renders take only 2 days to dry and cure—much quicker than the 28 days for conventional render.

All buildings have a limited lifetime, and their stuff will be either recycled or consumed into the environment. Also, the application and drying process of acrylic resin render includes the atmospheric evaporation of pollutant solvents—necessary for the application of the resin—which are dangerous to the health of humans and of many organisms on which humans depend.

The Cost Of Rendering Per Square Meter
The cost of your rendering occupation will be determined by the sort of render utilised, how much detail is needed, access to your property and if you need scaffolding.

Renderers charge by the square metre. Depending on the interpretation service you select and your location, their rates, including substances, can vary from $50 per square metre for a single storey home and will be somewhat higher for a two storey home.

The typical residential dwelling has about 400 square metres of outdoor wall area. At $50 per square metre, a dwelling of that size would cost in the area of $20,000.

What is Foam Concrete?

foam-concrete (Medium)Foam concrete is a kind of porous concret, similar to aerated concrete. Foamed Concrete structures can be constructed easily and -unlike normal concrete – do not require compaction, levelling or vibrating. It’s outstanding resistance to water and frost, and supplies a high degree of both thermal and sound insulation.

In the froth generator the foaming agent is diluted in water to make a solution that is prefoaming and then the solution that is prefoaming is enlarged into froth with atmosphere. The bubbles are stable and capable to withstand the chemical and physical forces inflicted during mixing, setting and hardening of the concrete that is foamed.

It is necessary before making the froth to make the slurry first. The froth should be created and delivered right into the concrete mixer of the ready mix truck which has the slurry. All the froth should be permitted to mix into the slurry.

Advantages of foam concrete

  • Froth concrete possesses high drying shrinkage because of the lack of aggregates, i.e., up to 10 times greater than those found on standard weight concrete.
  • Foam concrete is self- selfcompacting and levelling, filling cavities, the lowest voids and seams within the place that is pouring.
  • Foam concrete is well suited to applications where fire is a hazard and extremely resistant.
    Evaluation have demonstrated that in addition to extended fire protection, the use of extreme heat, like a high energy flame held near the surface, will not cause the concrete to spall or burst as is the situation with regular weight concrete that was dense
  • Lightweight – will not inflict substantial loadings.
  • Exceptionally cost effective compared with other systems.

What’s the difference between cement grout and foam concrete?

Foam concrete is primarily composed of cement, water and atmosphere pores with filler (including PFA, sand etc.) without any class aggregates. The atmosphere pores are formed by agitating atmosphere with a foaming agent. For cement grout, it mostly includes water and cement.

Foam concrete is defined by have low density and low cost in comparison to standard concrete. The density of foam concrete is 400 – 1600 kg/m3. Thus, low dead load is enhanced by the low density and has wide-ranging uses when low loadings are needed. Froth concrete thus visits no lateral forces on adjoining structures and doesn’t need compacting. Furthermore, in addition, it shows great resistance to water and generates high degree of thermal and sound insulation.

Mechanically Stabilized Earth Walls

mse-wallMechanically Stabilized Earth Walls (MSE Walls) and Reinforced Soil Slopes are cost-effective soil-keeping structures that can bear much larger settlements than reinforced concrete walls. By putting tensile reinforcing elements (inclusions) in the ground, the strength of the land can be improved significantly. Use of a facing system to prevent earth raveling between the reinforcing components allows vertical walls and quite steep slopes to be built safely.

The majority of the MSE Walls for long-term uses either assembled to date or presently planned galvanized steel reinforcements and use a segmental precast concrete facing. The utilization of cloth faced MSEWs in long-lasting construction has been limited to date. They are fairly useful for temporary construction, where substantial use was made. Recently, modular block dry cast have gained approval due to nationwide availability and their lower price.

Mechanically stabilized earth (MSE)

Mechanically stabilized earth structures usually have three primary components:
Facing: Wall part or the perpendicular façade; most generally built of interlocking precast concrete panels with custom-designed or standard architectural finishes. Along with its architectural characteristics, facing prevents localized erosion and has embedded connectors for attaching the strengtheners.

  • Supports: These go from the facing into the backfill for a distance associated with structural loading and wall height, but at least 70% of the wall height. The reinforcements are level, ribbed steel strips, welded wire mats, or bar mats, generally hot-dip galvanized after manufacture. Everything is bound by friction between backfill and supports into a powerful secure mass.
  • Backfill: The earth which forms the bulk of the MSE wall construction. Its properties are stipulated not to supply strength, but also to minimize corrosion of the strengtheners. Until the structure’s necessary height is reached backfill is placed in elevators, switching with facing panels and strengtheners.
  • Hot-dip galvanized steel is the material most commonly used for MSE strengtheners, and occasionally galvanized steel wire mesh is used for facing in both permanent and temporary uses. There’s possibility for galvanized steel to be used in other kinds that are confronting; however, aesthetic preference is a big limitation. Hot-dip galvanized steel supplies mechanically stabilized earth systems because of its durability and long life with several benefits when buried in ground.
  • Chloride content is a ground feature of the most profound effects on galvanized steel’s functionality with one; consequently, controlling this variable considerably raises the longevity of galvanized steel reinforcement in an MSE wall system. Another feature that plays an intrinsic part in the functionality of galvanized steel in land is content, in conjunction with backfill resistivity. Moisture, and the corrosive elements such as road salts it sometimes takes, can penetrate the earth and reach the reinforcements. For MSE construction and design minimizes and using best practices for drainage control the number of moisture introduced into the earth. Hence, the use of galvanized steel for MSE steel reinforcements, even in soils that are moist, will prolong the service life of the structure.

Cut-off wall

cut-off-wall (Medium)Cut-off walls are used to exclude groundwater from an excavation, to minimise the requirement for dewatering pumping. Typically, the process involves installing an extremely low permeability physical cutoff barrier or wall around the perimeter of the excavation to prevent groundwater from entering the working area.

Several approaches are accessible to form cutoff barriers or walls around excavations, including:

  • Steel sheet-piling
  • Slurry trench walls
  • Concrete diaphragm walls
  • Weary pile walls
  • Grout impediments
  • Combination-in-place barriers
  • Man-Made earth freezing

The selection of a given exclusion process used to form a cutoff obstacle will be contingent on the conditions and constraints on a given project. Main restraints are desired depth of wall, ground conditions, geometry of wall (some systems can be used horizontally or inclined to the vertical, while others are restricted to vertical applications), and whether the obstacle is meant to be permanent or temporary.
Building of a slurry wall using cuttoff walls
Slurry walls are non structural obstacles that are constructed to impede groundwater flow. Slurry walls have been used for decades to provide cost-effective, long-term alternatives for many groundwater control and groundwater remediation problems.

The slurry wall construction technique involves excavating a narrow trench that’s kept full of “slurry” or an engineered fluid. The slurry exerts hydraulic pressure against the trench walls and acts as shoring to prevent collapse.

The slurry prevents the trench by supplying external pressure which balances the inward hydraulic forces and prevents water flow into the trench from collapsing. Support is subsequently lowered in and the trench is filled with concrete, which displaces the slurry.

Slurry walls are typically built by beginning with a set of guide walls, commonly 1 metre (3.3 ft) deep and 0.5 metre (1.6 feet) thick. The guide walls are constructed on the earth surface to outline the desirable slurry trench(es) and guide excavation. Excavation is done using an unique clamshell-shaped digger or a factory trench cutter. The excavator digs down to layout depth, or bedrock, for the first cut. The trench is kept filled with slurry (usually a mixture of bentonite and water) at all times to prevent collapse.

Slurry walls are built to enclose the desired place, blocking water and softened earth from flowing into it. On conclusion of concreting, digging within the concrete wall-enclosed area can proceed. To prevent the concrete wall from collapsing into the just open place, temporary supports such as tiebacks are installed. When completed, the construction constructed within the walled-off region supports the wall, so that and/or tiebacks other temporary bracing may be removed.

Pipe Pile

pipe-pileWhen the shallow earths are not powerful enough to support the loads from the construction deep foundations are needed. The loads are resisted through point bearing and skin friction. Conduit can be driven open-ended or closed-ended, with points or plates. The pipes can subsequently be filled with concrete to add strength to the pile if driven with plates. Normally the money spent on plates and concrete would be better spent on a bigger, thicker heap.

The arrangement of the top stone layer and the place of the stone surface is ascertained with soundings when point bearing pile foundations are used. The place and shape of the rock surface is notably investigated, when cohesive layers extend to the stone surface, when there’s a loose coarse grained earth or moraine layer on an inclined rock surface and when the dense coarse grained earth or moraine layer on an inclined rock surface is thin. If the coarse grained ground or moraine layer is sufficiently dense and thick, in order that the adequate geotechnical bearing capacity is reached by piles without penetration into the rock, the soundings can be completed in the tough base layer.

In general the place of the stone surface must be discovered with percussion drilling. To define density and the stack penetration of the ground layers dynamic probing has to be carried out. When point bearing heaps which go to the stone are used, the location of the rock surface is consistently decided with percussion drilling at each pile group. In specific cases it is essential to clarify the upper rock structure with rock core borings.

Friction stacks
When friction piles are used, the density of the layers and the borders between the earth layers, are determined for the layers that were penetrated and notably for the heap bearing layers. Soil survey is largely carried out using standard penetration tests, dynamic probing or cone penetration tests. During the choice of studying operations and investigation methods it is crucial to find and localize potential cohesive soil layers between cohesionless soil layers.

In order to discover the shaft friction it is suggested that the strength parameters of the ground are investigated using, for instance, triaxial testing.

A land stopper can develop at the stage of the open-ended pipe pile during pile driving. Soil samples must be chosen from the plugging ground layer to determine at the minimum the grain size distribution, but rather also the strength parameters if the ground plug is exploited in the design of the geotechnical bearing capacity of the heap.

Tension on piles

Where stacks are used, that are forever or repeatedly subjected to bigger tension loads than the powerful weight of the heap, the friction and adhesion between soil layers and the pile shaft has to be determinable from the basis of the soil survey. Long term tension can be enabled only for piles in coarse or moraine layers. For this goal the soil survey corresponding to the survey demanded for friction piles is needed. Transient tension can be enabled also in cohesive soil layers. For this purpose the vane are essential to ascertain the adhesion of the pile shaft.

Contiguous piling

Contiguous piling is an extremely successful approach to creating a retaining wall before excavations start.

contiguous-piling (Medium)
Temporary or long-lasting and readily covered
Walls that are piled can use spaced and reinforced concrete piles to be created by continuous flight auger systems. Brick or masonry can be used excavation has taken place to finish the finished construction and once the piles have healed.
Usually this technique is appropriate where soil water levels are below the ultimate depth of excavation and to keep subsoils that are cohesive and stiff.
Pile diameters range between 900mm and 450mm and are typically installed at pile hearts of between 500 and 1000mm respectively thus leaving gaps between the piles between 100 and 15 mm.

Perfect for water bearing strata and free geology
Contiguous piles are an economical and practical alternative when coping with issues including ground water or strata that are really loose; they were one of the engineering options applied in New Orleans.

Such a building is in many ways much like the contiguous bored pile system, except the opening between the primary piles is full of a secondary ‘soft pile’ consisting an unreinforced poor concrete mix built to a depth below the depth of excavation that is closing. This type of construction ensures that water entrance into the following excavation is significantly reduced.
The process for building secant piles save the secondary pile isn’t soft but built of concrete similar to the primary pile, is much like interlocking piles and strengthened in a similar way to the primary pile.
A secant pile wall when finished is an affordable option to diaphragm wall building.
This wall system is frequently used in uses that were long-term. Structural piles are installed with a 100mm difference between piles usually at spacing’s. The land is so exposed during excavation but will frequently self support briefly due to “arching”. This approach is appropriate in various grounds where groundwater lies below the maximum excavation depth.

Contiguous piling vs Tired Piles
Tired piles are replacement piles which are hefty base used to support hefty and tall structural buildings and bridges. Drilled piling includes using a hydraulically or mechanically worked boring rig to drill a hole into the earth.

The hole is subsequently full of concrete and reinforced with re-bars steel cages or to form a pile, and the casing is removed afterwards. The load of the construction is carried to the earth via these tired piles. Determined by the level of concrete used and the pile diameter, tired piles can take loads

Compared to driven piling where the pile is driven into the earth using a piledriver, tired piling creates less noise and is appropriate for building near built up residential and commercial places.


h-pileH-Piles are often driven into the earth and used for deep foundations to support constructions like bridges and buildings, in commercial construction. They’re also used for: heavy highway, public works, marine, and industrial uses. Due to their durability, they could be used for driving in ground conditions that other piling would have trouble penetrating. H-Piles are also generally used for “soldier pile and lagging” construction where steel piles and timber are used for earth retention.

Soldier Lagging & Piles
Soldier piles and lagging is an earth retention technique that retains land, using steel piles that are perpendicular with horizontal lagging. Commonly, H- driven or piles are drilled at regular intervals along the planned excavation margin. The lagging transfers it to the piles and effectively resists the load of the soil that is retained. The walls can be designed as cantilever walls, or receive additional lateral support from anchors or bracing. The technique was used to supply support for many excavations.

H-Piles for foundation uses that are deep
H-Piles are designed for deep foundation applications. These piles are made to transfer structural loads away from surface soils, which do not have large buildings to be supported by the mechanical properites, to deeper bearing strata lands.
The H-pile contour is the most effective to transfer load bearing through the pile to the point. H-piles are most often used in stone or dense soils where no piling system is better for offering pile resistance at the tip for point bearing capacity.

H pile setup with a pile driver
A pile driver is a mechanical device used to drive piles (poles) into soil to supply foundation support for buildings or other structures. The term is also used in reference to members of the construction crew that work with pile-driving rigs.
One traditional kind of pile driver comprises a heavy weight put between guides so it is capable to slide up and down in just one line. It’s put above a pile (pole). The weight is raised, which may include the use of hydraulics, steam, diesel, or manual labour. It’s subsequently released when the weight reaches its maximum point and smashes on to the pile in order to drive it into the ground.

H-Pile Splicers
H-Pile Splicers are used to help with alignment of H-Piles. Splicers also significantly supply an added weld area when splicing. The time required to make the H-Pile splices can equal or exceed pile driving time. Stack Splicers greatly reduce splicing time in two ways. First, H-Pile alignment is quick and easy as the splice additionally serves as the welding template. Second, welding time is greatly reduced — often by up to 75% as only a fraction of the weld is required.


MicropilesMinipiles, also called micropiles, (and less commonly as pin heaps, needle stacks and root heaps) are deep foundation elements constructed using high-strength, small-diameter steel casing and/or threaded bar. Capabilities vary based on subsurface profile and the heap size. Allowable heap capacities in excess of 1,000 tons have been reached.

Commonly, the casing is improved to the layout depth using a drilling technique. High-power cement grout is subsequently pumped into the casing. The casing may extend to the complete depth or terminate with the reinforcing bar going to the depth that is total above the bond zone.

The technique was used to support most types of structures. Micropile drill rigs enable installation in limited access, low headroom interiors, permitting facility upgrades with minimal interruption to regular operations.

Where excavation walls are required in other enclosed areas and low headroom lines of micropiles spanned by wooden lagging can be ideal. Post- frictional forces can increase thereby achieving greater ability. Micropiles can function to “stitch” the land together, in foreseen shear zones to enhance stability that is mass. Underpinning of foundations adjacent to excavations that are planned is another application that is heap.

For planned bases in places with multiple underground utilities, the price of a cast-in place piling system may frequently be considerably increased by the expense of utility re routing, creation of decent access, and occasionally even a shutdown of facility operations. While avoiding existing utilities little diameter micropiles can be installed.

Another program for micropiles is for deep foundations in subsurface conditions which have natural or manmade obstructions. The drill systems developed for these rigs that are smaller diameter are capable of more easily penetrating cobbles and boulders than the traditional driven or drilled pile systems. In challenging subsurface states, micropiles can be cost effective for new structure construction.

Potential Uses of Micropiles

  • Limited Accessibility /Headroom or A Distant Place;
  • Support System Close to Existing Construction;
  • Auxiliary Support For An Existing Structure;
  • Hazard of Liquefaction From Heap Driving;
  • Need To Minimize Vibration or Sound;
  • Have To Reduce Or Eliminate Spoil At Dirty Or Unsafe Sites
  • Where Piles Penetrate Rock as Alternate Deep Foundation Type, Notably;
  • Where Spread Footings Are Possible but There’s Potential For Erosion or Scour

Crib wall

crib-wall (Medium)Concrete crib walls are gravity retaining walls, built from parts that are interlocking, precast, concrete. They can be full of free draining earth and stuff back-fill to remove the risks of hydrostatic pressure building up behind the wall.

Crib walls are low cost, of open net building, and can be rapidly and inexpensively erected. They could be used virtually everywhere a retaining wall is desired – including building sites, drives, and garden areas.

Reasons for using crib walls made from concrete:
1. Ease of building
Concrete crib walls are readily and quickly erected and don’t need skilled labour. Two individuals can readily handle parts, and there aren’t any expensive bases included.
2. Equilibrium, security and durability
The open net building and use of stuff that is free draining removes two common reasons for breakdown in retaining walls — specifically build up of the damaging pressure of tree root systems and hydrostatic pressure.
The high quality precast concrete parts supply for long term durability and WOn’t rot or warp.
3. Low cost
Our crib walls are made specifically to enable speed and ease of building for minimal price and need little if any care. The standard, quality parts allow for the most efficient options for various wall heights.
4. Aesthetics
This enables the wall to blend in with any planned or present surroundings.
5. Adaptability
Crib walls are very flexible and can readily be built to follow undulating terrain, inclines, and gentle curves. They can be also readily set around corners.
What’s more, the ability to dismantle and re-erect parts quickly and easily as required means temporary or permanent constructions may be formed by our walls as the demand dictates.
Where building must be carried out in stages — weather or other variables — our walls are perfect as there isn’t any long-term connection between parts, enabling portions of wall when and where needed to be continued.

Crib Walls accessible in all sizes

Criblok system
During the last four decades several manufacturers have started making precast concrete and treated timber crib wall components, appropriate for “back yard” programs, where there’s limited site accessibility. The Criblok system uses a maximum weight of weight of only 106 pounds, which enable individual workmen to manhandle the components.

The system is made using 100% recycled waste polymers.
When contemplating options on developments of a variety, the life price means Ecocrib is the selection that is efficient.

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