ANALYSIS AND PRELIMINARY DESIGN OF A TANGENT BORED PILE WALL AS AN ALTERNATIVE TO CONVENTIONAL BREAKWATERS

Elias A. Garcia; Andrei Raphael P. Dita; Eric C. Cruz; Jose Carlo Eric L. Santos

doi:10.9753/icce.v37.structures.96

No. 37 (2022), Coastal Structures

No. 37 (2022)

ANALYSIS AND PRELIMINARY DESIGN OF A TANGENT BORED PILE WALL AS AN ALTERNATIVE TO CONVENTIONAL BREAKWATERS

Coastal Structures

Published 2023-09-01

Elias A. Garcia
Andrei Raphael P. Dita
Eric C. Cruz
Jose Carlo Eric L. Santos

Elias A. Garcia

Andrei Raphael P. Dita

Eric C. Cruz

Jose Carlo Eric L. Santos

PDF

How to Cite

ANALYSIS AND PRELIMINARY DESIGN OF A TANGENT BORED PILE WALL AS AN ALTERNATIVE TO CONVENTIONAL BREAKWATERS. (2023). Coastal Engineering Proceedings, 37, structures.96. https://doi.org/10.9753/icce.v37.structures.96

Abstract

Based on existing construction practices, and the difficulty of sourcing rock armor materials in the Philippines, an alternative to conventional rubble mound breakwaters was considered for a beach resort development in Cebu, Philippines. A tangent bored pile wall, consisting of circular piles placed diametrically along a specified alignment, was analyzed and designed as a breakwater. It relies on pile embedment depth and soil friction for stability, unlike conventional breakwaters which rely on the weight of the armor rocks and the interlocking of individual armor units.

PDF

References

McConnell, K., Allsop, W. and Cruickshank, I. (2004): Piers, jetties, and related structures exposed to waves: Guidelines for hydraulic loadings, Thomas Telford Publishing, 1 Heron Quay, London.

U.S. Army Corps of Engineers. (2011): Coastal Engineering Manual, Washington, D.C. p. II-1-35.

This work is licensed under a Creative Commons Attribution 4.0 International License.

Most read articles by the same author(s)

Eric C. Cruz, Jose Santos, Laurenz Luigi Cruz, PRELIMINARY ENGINEERING OF A SEAWALL TO MITIGATE TYPHOON-INDUCED WAVE OVERTOPPING ALONG ROXAS BOULEVARD, MANILA , Coastal Engineering Proceedings: No. 36 (2018): Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Eric C. Cruz, Ismael Aragorn D. Inocencio, Edgardo P. Kasilag II, Laurice Angeli V. Villaflor, ANALYSIS OF ENGINEERING FEASIBILITY OF AN OPEN PIER AGAINST COASTAL HAZARDS ALONG LUZON ISLAND , Coastal Engineering Proceedings: No. 36 (2018): Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Eric C. Cruz, Maria Deandra C. Andal, Karl Derrick S. Rizabal, Ismael Aragorn D Inocencio, Edgardo P. Kasilag II, TYPHOON HAZARD ANALYSIS OF THE CEBU-CORDOVA LINK EXPRESSWAY ACROSS MACTAN CHANNEL , Coastal Engineering Proceedings: No. 37 (2022): Proceedings of 37th Conference on Coastal Engineering, Sydney, Australia, 2022
Eric C. Cruz, Masahiko Isobe, Akira Watanabe, NONLINEAR WAVE TRANSFORMATION OVER A SUBMERGED PERMEABLE BREAKWATER , Coastal Engineering Proceedings: No. 23 (1992): Proceedings of 23rd Conference on Coastal Engineering, Venice, Italy, 1992.
Toshio Aono, Eric C. Cruz, FUNDAMENTAL CHARACTERISTICS OF WAVE TRANSFORMATION AROUND ARTIFICIAL REEFS , Coastal Engineering Proceedings: No. 25 (1996): Proceedings of 25th Conference on Coastal Engineering, Orlando, Florida, 1996.
Andrei Raphael P. Dita, Eric C. Cruz, Jose Carlo Eric L. Santos, ASSESSMENT OF COASTAL DAMAGE FOR THE COOLING WATER INTAKE STRUCTURE OF A COAL-FIRED POWER PLANT , Coastal Engineering Proceedings: No. 37 (2022): Proceedings of 37th Conference on Coastal Engineering, Sydney, Australia, 2022

ANALYSIS AND PRELIMINARY DESIGN OF A TANGENT BORED PILE WALL AS AN ALTERNATIVE TO CONVENTIONAL BREAKWATERS

How to Cite

Download Citation

Abstract

References

Most read articles by the same author(s)