Behavior of groups of excavated piles in granular soil
Edno Cerqueira Jr.
Broschiertes Buch

Behavior of groups of excavated piles in granular soil

Simulations compared to static load tests

Versandkostenfrei!
Versandfertig in 6-10 Tagen
36,99 €
inkl. MwSt.
PAYBACK Punkte
18 °P sammeln!
Load transfer functions, such as t-z and q-z curves, combined with computer programs are now widely used in geotechnical foundation design. Due to the high loads from structures to which foundations are subjected today, the use of deep foundations in groups of piles, instead of isolated ones, has become frequent. Inserted in this context, this research evaluates methodologies to predict bearing capacity and settlement of pile groups, from computer simulations based on t-z and q-z curves. The RS Pile software was used to simulate the load-resistance curve of an isolated pile. From the obtained ...