Different Types of Tavernier Piling And Their Use In Construction


The lifespan of a structure depends on how well the foundation is built. The foundation of construction can be deep or shallow. Not all construction sites are the same. When the load of the structure is less compared to the bearing capacity of the soil, shallow foundations are used for the construction. Deep foundation is used for the construction where the construction load is more than the capacity of the soil. In such cases, the load of the construction has to be transferred deep into the soil so that the construction is stable and safe. Tavernier Piling offers the best piling solutions for various types of construction projects.


Pile foundations are mainly used to transfer the loads from structures through weak soil,

compressible soil, or water onto more compact, stronger, and stiffer rock or soil deep inside the ground, thus increasing the horizontal load resistance and effective size of the foundation. Pile foundations have been in use for decades and are still relevant for larger constructions and construction sites where the soil is weak. At Tavernier piling, piles are designed and constructed carefully. A detailed soil study is done by an expert engineer so that pile design caters to the specific requirement and soil goes not get overloaded beyond its capacity.


A wide array of piles at available at Tavernier piling to cater to different structural requirements and soil types. Based on basic design functions, piles can be end-bearing, friction, or a combination of both. Piles are also classified based on the construction type and materials.


The end-bearing Tavernier piling works like column. The bottom end of these piles rests on a layer of strong rock or soil bed. The load of the contrition structure is transferred to the strong soil or rock layer through end-bearing piles. These piles work on the principle that the bottom end of the piles rests on a surface that in an intersection of the strong and weak layer and the weak layer(soil) is ignored and load is passed onto the strong layer(hard soil or rock).


The working principle of friction piles is different. The load of the structure is transferred to the soil across the entire height of the pile through friction. When end-bearing Tavernier piling is used, the entire pile surface transfers the load to the hard surface using friction.


Based on the construction type, piles are further divided into driven piles and bored piles. Driven piles are used where foundation is used to provide support to the structure and transfers the load to the soil or rock layers having sufficient load-bearing capacity. They are made off-site, unlike bored piles, which are manufactured on-site. Before using bored piles, the soul has to be removed, unlike the driven piles. To read more Click Here

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