Collapse of concrete-covered levee under composite effect of overflow and seepage-Reference-Cited by-同舟云学术

Collapse of concrete-covered levee under composite effect of overflow and seepage

Published:2019-12 Issue:6 Volume:59 Page:1787-1799
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Takahashi Hidenori,Morikawa Yoshiyuki,Mori Nobuhito,Yasuda Tomohiro

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Theoretical description of embankment erosion owing to overflow;Fujisawa;Geotechnique,2009

2. Hydraulic model experiments on scour landward of the coastal dike induced by tsunami overflow;Hatogai;J. Japan Soc. Civil Eng., Ser. B2 (Coastal Eng.),2012

3. Mechanisms of coastal dike failure induced by the Great East Japan Earthquake tsunami;Kato,2012

4. Structures for coastal dike with concrete armors resilient to tsunami overflow;Kato;J. Japan Soc. Civil Eng., Ser. B2 (Coastal Eng.),2013

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1. Backfilling configuration to improve tenacity of composite-type breakwaters;Coastal Engineering Journal;2023-01-31

2. Stability of composite-type breakwaters reinforced by rubble embankment;Soils and Foundations;2021-04

3. OVERFLOW TESTS OF COASTAL LEVEE REINFOCED BY DEEP MIXING METHOD;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2021

4. EXAMINATION OF THE SIMILARITY RULE BETWEEN SCOURING AMOUNT AND ACTION DURATION BASED ON THE CONTINUOUS EQUATION OF TOPOGRAPHICAL CHANGE;Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering);2021

5. SEISMIC BEHAVIOURS OF LEVEES REINFORCED BY DEEP MIXING METHOD;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2020