Reamed is a cutting procedure for which a cutting process creates a very precise hole size.
What Is Under-Reamed Pile Foundation?
The Under-Reamed Piles Foundation is a response in areas whereby black cotton soil might eventually cause structural instability. In most instances, soils experience volumetric variations due to fluctuations in moisture below surface of the soil.
Such expansion as well as shrinkage will cause discomfort, which is quite risky and vital to the bearing of the base. The implication that under Reamed Piles is known to be the safest and most affordable base for certain black cotton soils or expansive soils.
Development History of Under-Reamed Pile
The issue of a defect to the composition of the expansive soil is global. Such soils were accessible across all regions. Owing to this, there has been substantial disruption to the built properties. The disruption to the buildings is primarily due to the expansion and contraction of the soil.
Under-Reamed Piles are being extensively tested by the Central Building Research Institute (CBRI), Roorkee, to be used in black cotton soils which tend to provide a more outstanding response to the rooting problems in expansive soils.
Definition of Under-Reamed Pile
A cast-in-situ concrete pile with such a widened bulb at the bottom, rendered either through cutting or scooping out all the soil or through other appropriate methods, is considered the Under-Reamed Pile. Under-Reamed Piles are often referred to as bored cast-in-situ concrete piles.
When the piles are predominantly provided by resistance formed at the point or base of the pile, they are related to it as the “End-Bearing Pile” and even if the load is mostly assisted by friction along its top, the pile is related to it as the Friction Pile. When this is intended primarily to avoid uplifting or pulling, it’s considered an “Anchor Pile.”
Under Reamed Pile Design
- The concrete used during under-ream piles should have such a slump of 10-15 cm for concrete in water-free unlined holes drilled. For concrete formwork, the concrete required must have a slump of 15-20 cm with efficient outcomes. M-15 or M-20 concrete with a minimal cement content of 350 or 400 kg/m3 can also be used.
- The minimum length of under-ream piles in dense layers of expansive soils ought to be 3.5 m below the surface level.
- The diameter of the substrate is holding 2.5 times the diameter of the stem.
- The overall vertical spacing here between under-reams is 1.5 times the depth of the under-reams for piles up to 0.3 m in diameter. In large diameter stacks, the spacing can be decreased to 1.25 times the diameter of the stem.
- The maximum bulb will be at a minimum size of twice the diameter of the bulb. In the case of vast soils, this depth should never be below 1.75 m ground level.
- Generally, the amount of bulbs issued does not exceed 2.
- The minimum central distance of the under-ream piles in a group is 1.5 times the diameter of the under-ream and is normally maintained at double the under-ream diameter.
- Throughout the case of a pile group with a pile spacing of 2 Du, the size of the group can be assumed to be equal to the amount of the load-carrying strength of the specific piles in the category. Throughout the case of a pile group with such a 1.5 Du pile spacing, the safer load allocated per pile should really be decreased by 10%.
Increasing Load-Carrying Capacity of Under Reamed Piles:
- By putting more bulbs
- By increasing the dia. of the bulb
- By increasing the length of the pile
- By providing proper reinforcement
Features and Details of Under Reamed Piles
- Pile Diameter = 20 cm to 50 cm
- Bulb Diameter = two to three times the diameter
- Pile Length: 3 m to 8m
- Space between two piles = 2 – 4 m
- Spacing between Two bulbs = 1.25 – 1.5 times the bulb diameter.
- Load-carrying capacity = 20 to 40 tonnes
Those are all drilled cast-in-situ concrete piles which have one or even more bulbs shaped toward its base by expanding the borehole of the pile stem. Enlargements aid in including significant bearings or anchorages. These piles are being proven to be helpful in expansive soils including such black cotton soil, as bulbs offer uplifting anchorage owing to swollen pressure.
The diameter of the bulbs under reamed bulbs maybe two to three times the diameter of the stem. The spacing of the bulbs is 1.25 – 1.5 times the diameter of the stem. The uppermost bulbs must be at a sufficient depth of 2 times the size of the light.
Boring for the piles is done in the usual way. The bulbs are then shaped via an underside reamer rotating by a drill rod. Bowls are being used to extract dug-up earth. The reinforcing cage would then be dropped as well as the pile is concreted. The amount of cement as well as the concrete slump should be as suggested in the case of bored cast-in-situ piles.
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Uses of Under-Reamed Piles
Under-Reamed Piles are commonly used during various soil types, including such sandy soils, clay soils as well as expansive soils. Under-Reamed Piles are supposed to be taken to that depth due to the following factors.
- To prevent adverse effects of seasonal moisture variations in vast soils like black cotton soils.
- To get to the rough strata.
- To achieve a sufficient potential for the forward, downward, lateral loads as well as moments.
- Taking the foundations just below scour mark
- These have been shown to be suitable for factory buildings, including machine foundations.
- Under-Reamed Piles are often used in cases where friction and noise generated by pile construction are minimized.
If the soil filling is not carried out professionally, namely the in such a layer of 20 cm thick with such an optimal moisture content, it is willing to deal. Therefore, in order to take care of the very same, the grade slab was established on a set of Under Reamed Pile spaced around 3 m centre to centre.
This has really performed and seems to be doing so well since ages. This has already been achieved in terminal buildings for Surat and Amritsar International Airports along with several other public buildings.
Advantages of Under-Reamed Piles
- It tends to decrease the vertical settlement as well as the differential settlement.
- It has been used as soil appears to expand and shrink response to fluctuations in moisture or the expansive structure of the soil.
- A requirement of under-reams or bulbs does have the benefit of increasing the ability of bearings and bulbs.
- As the number of bulbs is raised between one and two, the load-carrying capacity of the Under-Reamed Pile is raised.
- A requirement of bulbs is of particular benefit for under-reamed bulbs to prevent uplifting and being used as anchors.
- The cost benefits of the Under-Reamed Piles are due to the smaller depth of the pile pipe, which means that less concrete is used to replace the excavated material.
Disadvantages of Under-Reamed Piles
- In a depth for which components of the soil differ depending on the climatic situation, the under-reamed piles weren’t ideal for waterlogged soil since they seize over by friction.
- This batteries require stringent quality control and constant monitoring during production.
- Much of the period, Under Reamed Piles, are worked manual using a hand-operated pump. It is also very important to protect the plumbing of the pile since because they’re not in the plumbing, the entire load transfer process will shift.
Application of Under Reamed Piles
- As black cotton soil have properties that grow as it interacts with moisture or water then contract because it is drying off. There might be a risk of cracking in the system due to this factor.
- In order to prevent disruption caused by a change in soil depth, the reamed pile is being used.
- Often, where the soil base just doesn’t have enough bearing space, it is used under reamed piles to maximize the capacity.
- Underlying reamed piles are appropriate whenever the water level of sandy soil is large.
- It is to be included. Whenever the lifting powers are behaving,
Is Code for Pile Foundation
- Indian Standard IS code 2911 (Part III) – 1980 includes the design and construction of under-reamed piles with one or more bulbs.
- As per the code, the diameter of the bulbs under ream will range from 2 to 3 times the diameter of the stem based on the viability of the construction and design specifications.
- The coding indicates a spacing of 1.25 to 1.5 times the lamp diameter for the lamps.
- The angle of 45 with such a horizontal angle is suggested for all bulbs underneath. This code specifies mathematical expressions for the calculation of bearing and lifting capacities.