Might be used, comprising an upper component of a likely column as well as a lower component of a vertical column with a bigger base. The lower part can make the most of the undisturbed soil, successfully improving the uplift and compression stability of the structure with the funeral deepness. No unique demand is put for computation of deep stack structures. Specifically, the upper part is computed making use of the method applicable to likely column foundations, while the reduced component is computed utilizing the approach applicable to bored drill structures. This chapter offers an analysis of the feedback of solitary energy heaps subjected to mechanical and also thermal loads based upon the results of full-blown in situ tests. An emphasis is committed to energy piles subjected to mechanical as well as heating thermal tons, although the impact of cooling thermal lots can be inferred
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