A retaining wall holds back or ‘retains’ the soil or water behind it. The component behind the retaining wall that exerts pressure on it can be soil, earth filling, liquid pressure, sand, etc. The pressure caused on the retaining wall due to the soil or water behind it can be humongous and therefore proper expertise and knowledge is required to design a retaining wall or think about retaining wall ideas. The best retaining wall ideas to build one may not be sufficient to construct a strong retaining wall that can withstand any existing pressure.
The retaining wall ideas must also include provisions for runoffs in dire situations such as water levels rising to an unsustainable level. Retaining walls are multifaceted tools used by civil engineers which can assist in construction works on or along slopes and on project sites where the space is limited in the surrounding area. After the inception of a retaining wall idea, the wall is designed and constructed to resist the lateral pressure of soil or water caused by the change in the ground level that exceeds the angle of repose of the soil. Retaining walls are built from a variety of materials, designed to keep the soil on its slope, which would not hold to the sloping surface naturally. They are also used to confine soils between two different levels in areas having unsuitable terrains or in areas where the landscapes need to be configured severely or engineered for specific purposes such as hillside farming, construction of an overpass, etc.
Retaining Wall Design Consideration
Retaining walls are vertical or almost vertical structures that are designed to retain material on one side, averting collapsing, slipping or erosion of the retained material. These walls provide support and stability to the respective terrain against collapsing in a natural manner when the angle of repose of the soil is exceeded.
The main kinds of failure occurring in a retaining wall are:
•Toppling or Overturning- This kind of failure is caused when the lateral earth pressure reaches a point where it becomes higher than the value which the wall can resist.
•Bearing Capacity Failure- The soil beneath the retaining fails when the load exceeds the bearing capacity
•Sliding- The retaining wall may fail in sliding when there is insufficient friction at its base.
•Internal Failure- The material with which the retaining wall has been built or the structural framework of the retaining wall fails, internal failure is caused.
The most essential aspect that needs to be considered in retaining wall design and installation is to identify the cause and tendency of the retained material to descent along the slope due to gravity. This action of the material causes lateral pressure on the retaining wall from behind it which depends on the angle of friction(φ) and the cohesive strength(c) of the retained material along with the direction and magnitude of movement the retaining wall undergoes. Generally, the lateral pressure at the top of the wall is zero and increases proportionally(only in homogenous soil) as the depth increases. In the case of a water-retaining structure, it is essential to have a proper drainage system to dissipate the hydrostatic pressure to limit the pressure on the retaining wall and improve the steadiness of the retained material. For lengthwise sections of uniform height, the entire pressure or thrust can be assumed to act one-third from the lowest depth.
Retaining Wall types
There are several types of retaining walls or earth retaining structures that can be further categorized into subtypes. The categorization with explanation has been given below:
1.Gravity Retaining Walls- Gravity retaining walls rely on their self-weight only to retain the material behind them and to resist lateral earth pressure. They are designed to counteract the lateral soil pressure with the weight of the gravity retaining wall and therefore these walls are built massive in size to prevent failure against sliding, overturning and bearing failure. Gravity walls may have a ‘batter’ setback to provide more stability by leaning back towards the retained soil mass. The materials used for the construction of gravity walls can be concrete, brick or stone, and since these materials are not able to provide considerable tension, the walls are designed in such a way that tension is not generated in the walls.
Some gravity walls may not need mortar to stay in place and can achieve stability solely because of their weight. The shape of these walls is typically trapezoidal because the lateral pressure of soil increases with depth. Even if gravity walls are economical and suitable for smaller heights up to 3m, they require massive foundations due to the large dimensions of the wall. Some sub-types of gravity retaining walls are crib retaining walls, gabions, bin retaining walls, etc. Some of these types have been mentioned below:
a.Crib retaining walls- it is one of the oldest developed gravity wall systems that comprises a series of stacked, hollow individual retaining wall blocks or members made from timber or pre-cast concrete. These hollow members or blocks are interlocked to form crib retaining walls and filled with crushed stone or other coarse granular material to provide free drainage.
Thus crib wall systems can be used to improve aesthetics by building complex curvatures and planting vines in them. They can be used for moderate heights of 4- 6 meters.
a.Gabion Retaining walls- These walls are made with cages filled with quarry run or river run stones, as per availability near the site. These wired cages filled with trap rocks or native stones are tied and stacked on top of one another to construct the wall. These walls formed from stacked cages are quite durable and flexible. They are built to retain soils up to heights of 3- 4 meters. The main purpose of selecting this type of retaining wall is to allow huge amounts of water to pass through it in situations such as hydraulic structures in river training works, road protection and land reclamation. Therefore it is important to use a filter fabric along with the gabion to keep the adjacent soil from flowing into or through the cages along with the water. It is thus not necessary to provide deep foundations for gabion walls which behave as perforated barriers which subsequently prevents the building up of hydrostatic pressure that may cause failure.
The surrounding aesthetics can also be improved by vegetating around the gabions. These types of retaining walls are considered to be permanent because they blend with the environment when vegetation grows in stone fills due to the settling of silt.
b.Reinforced Retaining Walls- Reinforced concrete and reinforced masonry walls when constructed on spread foundations are considered to be gravity structures. The stability against overturning is provided by the reinforcement bars embedded in the walls along with the weight of the wall. Reinforced retaining walls are mainly of the following types:
a.Concrete Cantilever retaining wall- As the name suggests this type of retaining wall comprises a stem wall that is connected to the heel and toe slab and the joint is fixed that acts as a cantilever in the shape of an “L” or “T”. A cantilevered wall must be properly engineered so that it can perform its function of holding back a significant amount of soil from 4-7 meters. The foundation of a cantilever retaining wall is also loaded by the back-fill which along with the surcharge also provides lateral stability and helps to stabilize the retaining wall against sliding and overturning.
The back of the wall is also sloped on the heel side to counter the lateral pressure which increases with depth. The reinforcement is provided on the tension side that is vertically behind the steam and horizontally below the heel and the toe slab. They are the most commonly used retaining walls and are much lighter than gravity walls, therefore need lighter foundations.
b.Counter-fort or Buttressed retaining walls- These are similar to cantilever walls which have been braced with counter forts monolithic with the back of the wall and base slab. Counterforts are triangular beams of variable depth and uniform width installed at regular spacings along the length of the wall. These counter forts act as stiffeners to provide tension and join the wall slab with the base to reduce bending and shearing stresses.
These counter forts are spaced from each other at distances equal to or marginally greater than half of the height of these forts. In certain situations when these triangular beams have to be placed on the front side of the retaining wall instead of on the backfill side as per requirement, it is known as buttressed wall and the beams are called buttresses which are subjected to compression due to lateral earth pressure of the backfill and upward soil pressure on the toe slab. Counter forts or Buttressed walls are used for wall heights more than 8-12 meters.
c.Reinforced Soil retaining walls- Reinforced soil retaining walls are soil structures that are reinforced using either steel or geotextiles soil reinforcements placed in layers in a controlled granular fill.
Reinforced soil can also be used as retaining walls when they are built to act as temporary works or as remedial work to an existing configuration or as an integral part of the design or as an alternative to reinforced concrete due to limited funds or good quality of the soil.
d.Soil Nailing- Construction of soil nailed walls involves reinforcing the excavated soil as the work progresses with bars known as Passive Bars that provide tension to the soil walls.
These bars are placed parallel to each other and slightly inclined downwards, which also provide support in bending and shear. The tension is accused due to the skin friction between the soil and the nails.
4.Anchored Retaining Walls- An anchored retaining wall is constructed by using cables or anchors fixed into the walls made of rock or soil behind it. These anchors provide additional strength to the retaining wall.
These anchors are driven into the wall material and expanded at the end of the cable, either mechanically or injection of pressurized concrete that ultimately forms a bulb in the soil. This method seems and actually is intricate and is very useful where the loads are expected to be very high or the wall has to be slender which would otherwise be weak.
Retaining Wall Blocks
Nowadays retaining walls are used for landscaping purposes that assist in the aesthetic improvement of local surroundings such as house gardens, office spaces, outdoor fireplaces, etc by using retaining wall blocks. Retaining wall blocks are also used for providing structural walls around houses, offices, industries, etc. Concrete blocks are mostly used as retaining wall blocks because they are easily available and are easy to work with.
They provide both aesthetic value and structural integrity to the landscaping works. Some of the most commonly used retaining block materials other than concrete blocks are stone veneer, poured concrete, bricks, wood, boulders, gabions, timber, natural stones, limestones, etc.
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