Abstract Three fully-instrumented full-scale static load tests were conducted on three 0.8-m-diameter bored piles socketed at 3.2 m deep into argillaceous siltstone (1.6 and 1.6 deep into strong and medium decomposed siltstones, respectively) in Qingdao, China. About 50% of head load was transmitted and supported by base resistance at the end of the tests. Totally 53 test piles socketed into soft rock with unconfined compressive strength less than 20 MPa in Qingdao were reviewed. The measured side resistance along shaft socked into rock was compared with prediction using empirical methods in literatures based on database from Qingdao projects.
Axial Resistance of Bored Piles Socketed into Soft Rock
KSCE Journal of Civil Engineering ; 23 , 1 ; 46-55
30.11.2018
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Axial Resistance of Bored Piles Socketed into Soft Rock
Online Contents | 2019
|Field Test on Uplift Bearing Capacity of Rock-Socketed Belled Piles
Springer Verlag | 2020
|Installation Technology for Bored Piles Foundations
British Library Conference Proceedings | 2014
|The design of bored piles in stiff clays
TIBKAT | 1974
|