1: Third international symposium on frontiers in offshore geotechnics (ISFOG 2015), 10-12 June 2015 Oslo, NorwayIrvine J., Terente V., Lee L.T. and Comrie R. (2015). Driven pile design in weak rock. Proc. Int. Symp. Frontiers in Offshore Geotechnics III, ISFOG 2015. London: ...
Driven Pile Design Method for Weak Rockdoi:10.3723/OSIG17.652V. TerenteI. TorresJ. IrvineC. Jaeck
A numerical interpretation of the soil-pile interaction for the pile adjacent to an excavation in clay Tunn. Undergr. Space Technol. (2022) X.R. Liu et al. Anti-pull mechanisms and weak interlayer parameter sensitivity analysis of tunnel-type anchorages in soft rock with underlying weak interl...
There's no need to buy individual pile analysis programs. RSPile is multiple tools in one, designed for axial and laterally loaded pile analysis, group pile analysis, as well as driven and bored pile analysis.
weak rockhard claysThere is currently limited guidance regarding the design of large diameter driven piles in weak rock and/or very hard clays. The onshore industry tends to use drilled and grouted piles, thereby removing the potential risks associated with the pile capacity and installability of...
A growing number of civil engineering projects are utilizing steel piles driven into rock where a significant portion of the pile capacity is derived from the shaft resistance. Despite the growing number of projects utilizing the technology, little to no guidance is offered in the literature as to...
Driven pileLRFDStatic analysis methodWeak rockH-PILESCHALLENGESSETUPDriven piles are considered to be an excellent deep foundation design choice due to the economic benefits and availability. However, there is a knowledge gap in assessing pile driving and predicting pile resistance in rock-based ...
Irvine, J., Terente, V., Lee, L. & Comrie, R., 2015. Driven pile design in weak rock. Proc. 3rd Int. Symp. on Frontiers in Off- shore Geotechnics (ISFOG), Oslo, Norway, Vol.1, pp. 569- 574.Irvine J. Terente V., Lin L. & Comrie R., Driven pile design in weak rock. ...