Internal stability analysis of waterfront reinforced soil wall subjected to combined action of earthquake and wave loads

Author:

Verma Rahul1,Chatterjee Kaustav1

Affiliation:

1. Indian Institute of Technology Roorkee

Publisher

The Japanese Geotechnical Society

Reference22 articles.

1. 1) Abd, A.H. and Utili, S., (2017): Design of geosynthetic-reinforced slopes in cohesive backfills, Geotextiles and Geomembranes45(6), pp.627-641.

2. 2) Berg, R.R., Christopher, B.R. and Samtani, N.C., (2009): Design and construction of mechanically stabilized earth walls and reinforced soil slopes–Volume I, Federal High Way Administration (FHWA).

3. 3) BG, R. and Choudhury, D., (2016): Sliding and overturning stability of seawalls subjected to non-breaking waves, Japanese Geotechnical Society Special Publication2(35), pp.1285-1290.

4. 4) Coastal Engineering Research Center (US), (1984): Shore protection manual (Vol. 1), Department of the Army, Waterways Experiment Station, Corps of Engineers, Coastal Engineering Research Center.

5. 5) Chehade, H.A., Dias, D., Sadek, M., Jenck, O. and Chehade, F.H., (2019): Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils, Geotextiles and Geomembranes47(3), pp.315-326.

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