Selection of Foundations Based on Different Types of Soil
Madeh Izat Hamakareem
Reading time: 1 minute
Commonly, the selection of foundation type for a given structure is controlled by number of factors for example soil type, past site usage, adjacent construction, size of development process, limitations.
Among these factors, types of soil play significant role, that why this article discuss the selection of foundation based on different types of soil.
Selection of foundation based on different types of soil
Foundations are recommended based on the different soil types which are provided below:
Rocks
Uniform firm and stiff clay
Soft clay
Peat
1. Rocks
This category involves rocks, hard sound chalk, sand and gravel, sand and gravel with little clay content, and dense silty sand.
Recommended foundation types
The following types of foundations are suitable for this type of soil:
Strip foundation
Pad foundation
Raft foundation.
Fig. 1: strip footing
Fig. 2:pad foundation
Fig.3:Raft foundation
Factors need to be considered
The following factors shall be taken into account while foundation type is selected:
Minimum depth of 450mm shall be used for foundation if the area prone to frost so as to protect the foundation.
Strip or trench base shall be kept above groundwater table if possible.
Engineer shall be aware of running sand conditions.
Sand slopes possibly eroded by surface water, so protect foundation by perimeter drainage.
Weathered rock needs to be evaluated upon inspection
Engineer shall be aware of swallow holes in chalks
2. Uniform firm and stiff clay
There are three cases which are discussed below:
Case I
where the foundation is not close to vegetation or existing vegetation is not important.
Recommended foundations
Strip foundation
Pad foundation
raft foundation.
Factors to be considered in this case are as follow:
Minimum depth to underside of foundation shall be 900mm.
When strip foundation is construction in desiccated clay in dry soil, then the foundation shall be loaded with building prior to the return of rains.
Case II
where trees, hedges, and shrubs are close to foundation location, or there is a plan to plant these trees near the structure in the future.
Recommended foundation
One of the following types of foundation may be selected:
specially designed trench fills in certain clay soil based on the foundation location relative to trees
Raft foundation
Fig.4:pile foundation
Factors to be considered
Engineer should be aware that size and type of pile foundation is controlled by economic factors.
When in situ concrete ground slab is utilized, avoid must be created under the slab if it is laid in dry weather in desiccated clay.
If the distance between recently planted tree and foundation position is at least one to two times mature tree height, then it might be suitable to construct strip foundation.
In few cases, reinforced trench fill could be employed. For example, in clay of low to medium shrinkage potential, or in perimeter zone of the tree root system.
Case III
where trees are cut down shortly before the foundation construction begin
Recommended foundation
Reinforced concrete pile in previously tree root zone
Strip foundation
Raft foundation
Factor needed to be taken into accounted
Piles shall be tied properly into suspended reinforced concrete slabs or ground beams.
Sufficient length of slab shall be provided to withstand clay heave force. Added to that, top section of pile may be sleeved to decline friction and uplift.
Special pile design may be needed for clay slopes greater than 1 in 10 because creep possibly occur. Consequently, lateral thrust and cantilever effect shall be taken into consideration in the pile design.
In few cases, reinforced trench fill could be employed. For example, in clay of low to medium shrinkage potential, or in perimeter zone of the tree root system.
3. Soft clay
This category includes soft clay, soft silty clay, soft sandy clay, and soft silty sand.
Recommended foundations
The following types of foundations are valid option for this type of soil:
Wide strip footing
Raft foundation
Pile to firmer strata below
For smaller projects use pier and beam foundation to firm strata
Factors to be considered
wide strip footing is used when bearing capacity is sufficient and predicted settlement is acceptable.
Strip footing shall be reinforced based on the thickness and projection beyond wall face.
Services entries to the buildings should be flexible.
Frequently, Sub-soil can be improved using vibro treatment, and it would an economical solution if employed in conjunction with strip or raft foundation.
4. Peat
Recommended foundation
Concrete piles extended to the firm soil layer below
For small projects, pad and beam foundation taken to firm strata blow.
Raft foundation for the case where firm strata is not available at reasonable depth but there is hard surface crust with 3-4m thick of suitable bearing capacity.
Factor to be considered
Pile types include bored cast in place with temporary casing, driven cast in place, and driven precast concrete.
Allow for peat consolidation drag on piles
If raft foundation is used, entries to the building shall be flexible.
Special high grade and protection is likely to be required in aggressive peats.
If peat layer is shallow over firm layer of soil, dig it out and replace it with compacted fill. For this, use raft or reinforced wide spread foundation dependent on anticipated settlement.
Frequently, Sub-soil can be improved using vibro treatment, and it would an economical solution if employed in conjunction with strip or raft foundation.