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Erschienen in:
The 2017 July Northern Kyushu Torrential Rainfall Disaster—Geotechnical and Geological Perspectives Kapitel lesen Erstes Kapitel lesen

2020 | OriginalPaper | Buchkapitel

10. Design of Waterfront-Retaining Walls Subjected to Waves and Earthquakes: A Review

verfasst von : D. Choudhury, B. G. Rajesh

Erschienen in: Geotechnics for Natural Disaster Mitigation and Management

Verlag: Springer Singapore

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Abstract

This article discussed the various possible forces that can act on the waterfront-retaining wall during the earthquake and the available methodologies to compute them. The wave forces acting on the waterfront-retaining structures can be branched into non-breaking waves, breaking waves and broken waves. Hydrodynamic pressure due to seismic shaking plays a vital role in the stability and must be considered from both seaward and landward sides if the backfill is permeable. Various guidelines available for the design of waterfront-retaining wall and their limitations are discussed. The recent modified pseudo-dynamic method overcomes limitations of the pseudo-static method and considers the effect of time, amplification and damping properties in the analysis. Consideration of excess pore pressure variation with time in the analysis is challenging and needs further research.

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Vorheriges Kapitel Significance of Drainage Measures on Landslide Mitigation Measures
Nächstes Kapitel Instability of Composite Breakwater Subjected to Earthquake and Tsunami and Its Countermeasures
Literatur
1.
Ahmad, S.M., Choudhury, D.: Stability of waterfront retaining wall subjected to pseudo-dynamic earthquake forces and tsunami. J. Earthq. Tsunami 2(2), 107–131 (2008)CrossRef
2.
Ahmad, S.M., Choudhury, D.: Seismic design factor for sliding of waterfront retaining wall. Proc. Inst. Civ. Eng., Geotech. Eng. 162(5), 269–276 (2009)CrossRef
3.
Ahmad, S.M., Choudhury, D.: Seismic rotational stability of waterfront retaining wall using pseudodynamic method. Int. J. Geomech. 10(1), 45–52 (2010)CrossRef
4.
Bellezza, I.: Seismic active earth pressure on walls using a new pseudo-dynamic approach. Geotech. Geol. Eng. 33(4), 795–812 (2015)CrossRef
5.
CEM: Coastal Engineering Manual, EM-1110-2-1100. U.S. Army Corps of Engineers, Washington, DC (2005)
6.
CRATER: Coastal Risk Analysis of Tsunamis and Environmental Remediation. Italian Ministry for the Environment and the Territory (IMET), Italy (2006)
7.
Choudhury, D., Ahmad, S.M.: Stability of waterfront retaining wall subjected to pseudodynamic earthquake forces. J. Waterw. Port, Coastal. Ocean Eng. 134(4):252–260 (2008)CrossRef
8.
Choudhury, D., Rajesh, B.G.: Recent developments in design of waterfront retaining structures to withstand earthquake and tsunami. In: Proceedings of Indian Geotechnical Conference (IGC-2014) on Geotechnics for Inclusive Development of India (GEOIND), JNTU Kakinada, India, pp. 2434–2448 (2014)
9.
Dames and Moore: Design and construction standards for re-sidential construction in tsunami prone areas in Hawaii. Federal Emergency Management Agency, Washington, DC (1980)
10.
Ebeling, R.M., Morrison Jr., E.E.: The seismic design of waterfront retaining structures. U.S. Army Technical Report No. ITL-92-11, Washington, DC (1992)
11.
Fukui, Y., Hidehiko, M.N., Sasaki, Y.: Study on tsunami. Annu. J. Coast. Eng. 9, 50–54 (1962)
12.
Goda, Y.: New wave pressure formulae for composite breakwater.In: Proceedings of 14th International Conference on Coastal Engineering, Copenhagen, Denmark, ASCE, New York, pp. 1702–1720 (1974)
13.
OCDI: Technical Standards and Commentaries for Port and Harbor Facilities in Japan. Overseas Coastal Area Development Institute, Tokyo, Japan (2002)
14.
Pain, A., Choudhury, D., Bhattacharyya, S.K.: Seismic stability of retaining wall—soil sliding interaction using modified pseudo-dynamic method. Géotechnique Lett. 5(1), 56–61 (2015)CrossRef
15.
Rajesh, B.G., Choudhury, D.: Influence of non-breaking wave force on seismic stability of seawall for passive condition. Ocean Eng. 114, 47–57 (2016)CrossRef
16.
Rajesh, B.G., Choudhury, D.: Generalized seismic active thrust on retaining wall with submerged backfill using modified pseudo-dynamic method. Int. J. Geomechechanics 17(3), 06016023 (2017)CrossRef
17.
Rajesh, B.G., Choudhury, D.: Stability of seawalls using modified pseudo-dynamic method under earthquake conditions. Appl. Ocean Res. 65, 154–165 (2017)CrossRef
18.
Rajesh, B.G., Choudhury, D.: Seismic passive earth resistance in submerged soils using modified pseudo-dynamic method with curved rupture surface. Mar. Georesources & Geotechnol. 35(7), 930–938 (2017)CrossRef
19.
Rajesh, B.G., Choudhury, D.: Seismic stability of seawalls under earthquake and tsunami forces using a modified pseudodynamic method. Nat. Hazards Review. 19(3), 04018005 (2018)CrossRef
20.
Rajesh, B.G.: Seismic Stability of Seawalls Considering Wave Forces. Ph.D. thesis, Indian Institute of Technology Bombay, India (2017)
21.
Sainflou, G.: Essai sur les digues maritimes verticals. Annales des Ponts et Chausse’es 98(1), 5–48 (1928)
22.
Westergaard, H.M.: Water pressures on dams during earthquakes. Trans. ASCE 98, 418–433 (1933)
Metadaten
Titel
Design of Waterfront-Retaining Walls Subjected to Waves and Earthquakes: A Review
verfasst von
D. Choudhury
B. G. Rajesh
Copyright-Jahr
2020
Verlag
Springer Singapore
Buch
Geotechnics for Natural Disaster Mitigation and Management

Print ISBN: 978-981-13-8827-9

Electronic ISBN: 978-981-13-8828-6

Copyright-Jahr: 2020

DOI
https://doi.org/10.1007/978-981-13-8828-6_10