Failure Mechanism of Slopes Subjected to Embedded Strip Footing Loads under Seismic Conditions-Reference-Cited by-同舟云学术

Failure Mechanism of Slopes Subjected to Embedded Strip Footing Loads under Seismic Conditions

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Das Sukanta¹,Maheshwari B. K.²^ORCID

Affiliation:

1. Research Scholar, Dept. of Earthquake Engineering, Indian Institute of Technology Roorkee, India.

2. Shamsher Prakash Professor and Chair, Dept. of Earthquake Engineering, Indian Institute of Technology Roorkee, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8063

Reference43 articles.

1. Static and dynamic simulation of a 700-m high rock slope in western Norway;Bhasin R.;Eng. Geol.,2004

2. BIS (Bureau of Indian Standards). 1986. Code of practice for design and construction of foundations in soils: General requirements. IS 1904. New Delhi, India: BIS.

3. BIS (Bureau of Indian Standards). 2016. Indian standard criteria for earthquake resistant design of structures: General provisions and buildings. IS 1893 (Part 1). New Delhi, India: BIS.

4. The use of the Slip Circle in the Stability Analysis of Slopes

5. BSI (British Standards Institution). 2004. Design provisions for earthquake resistance of structures – Part 5: Foundations, retaining structures and geotechnical aspects. EN1998-5. London: BSI.

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1. Influence of slope topography on soil-structure interaction during earthquakes;Acta Geotechnica;2024-01-16

2. Experimental and numerical study for seismic response of strip footing on slopes;Soil Dynamics and Earthquake Engineering;2023-11