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On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils
The behavior of single, reinforced-concrete, bored piles in solid rock is studied. Such a foundation can be used to transfer load from surface structures and buildings through a layer of weak soils to stronger underlying hard rock. A method is proposed for calculating piles under vertical loads taking account of the particulars of the changes in the stress-strain state of the system 'pile-rock' under compressive loads.
On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils
The behavior of single, reinforced-concrete, bored piles in solid rock is studied. Such a foundation can be used to transfer load from surface structures and buildings through a layer of weak soils to stronger underlying hard rock. A method is proposed for calculating piles under vertical loads taking account of the particulars of the changes in the stress-strain state of the system 'pile-rock' under compressive loads.
On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils
Zertsalov, M. G. (Autor:in) / Nikishkin, M. V. (Autor:in) / Khokhlov, I. N. (Autor:in)
2017
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils
British Library Online Contents | 2017
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