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Sebastián López,Carola Sanhueza,Gabriel Candia
Pág. 87 - 95
Concrete soldier piles anchored in multiple levels are the most common method for supporting deep excavations in gravel. Their static design is based on limit equilibrium principles, although these procedures were originally developed for sheet piles or ...
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Dennis Raddatz, Oscar Taiba
Pág. 457 - 467
DOI: 10.7764/RDLC.16.3.457 AbstractThis study describes the method of discontinuous and anchored machine bored piles. The main advantage of this method is its faster and safer execution in comparison with hand-dug piles (rectangular section), the most wi...
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Felipe Villalobos, P Orostegui
The geotechnical conditions of the soiland the construction conditions of aretaining wall for an underground twolevelcar park project are described.The project is located in Concepción?sdowntown, south of Chile. The excavationsupport had to prevent any d...
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