Assertion: pile's end | /r/CapableOf | bear pile
Facets:
Source sentences:
text: End bearing pile is evaluated by considering the area enclosed by the perimeter of piles as the area of footing located at a depth corresponding to the elevation of pile tips.
text: Combination of Both: When the end bearing pile get a soil having not enough capacity to take the total load (in case of hard clay soil), the pile is extended beyond its end bearing level to get enough frictional resistance.
text: End bearing piles are the type of piles that are based on the load transfer mechanism and load is transferred through the bottom tip of the pile itself.
text: Thus, end bearing piles act as a column and transfer the load coming from the superstructure to the underlying soil.
text: Pipe piles are employed to behave as friction or end bearing piles.
text: End bearing piles must reach a stratum that is capable of supporting the entire foundation load without failure or excessive settlement.
text: End bearing piles are piles that transfer the load to the lower stratum.
text: The end bearing piles that are used in compressible soils must be spaced at a minimum of 2.5d and a spacing of 3.5d(Maximum)for those piles placed on less compressible or stiff clay soil.
text: The end bearing piles transfer the weight through soft , compressible layers to the hard layer below .
text: The end bearing piles are generally used in the most of the construction sites .
text: End bearing piles penetrating gravel or bearing on rock should be used in clay.