Behavior and Critical Failure Modes of Strip Foundations on Slopes under Seismic and Structural Loading-Reference-Cited by-同舟云学术

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Behavior and Critical Failure Modes of Strip Foundations on Slopes under Seismic and Structural Loading

Published:2019-06 Issue:6 Volume:19 Page:04019047
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Raj Dhiraj¹,Singh Yogendra²,Kaynia Amir M.³

Affiliation:

1. Research Scholar, Dept. of Earthquake Engineering, Indian Institute Technology Roorkee, Roorkee 247-667, India.

2. Professor and Head, Dept. of Earthquake Engineering, Indian Institute Technology Roorkee, Roorkee 247-667, India (corresponding author).

3. Technical Expert, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion 0806 Oslo, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001427

Reference45 articles.

1. 2D Numerical Analysis of Shallow Foundation Rested Near Slope under Inclined Loading

2. Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil

3. A complete three-dimensional failure envelope for shallow footings on sand

4. Standardized sign conventions and notation for generally loaded foundations

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1. Capacity of monopile-bucket composite foundations in sand-overlaying-clay deposits under lateral loading;Ocean Engineering;2024-07

2. V–H Capacity Envelopes of Strip Footings on Cohesionless Soil Overlying Soft Rock Mass;Lecture Notes in Civil Engineering;2024

3. Seismic Bearing Capacity of Strip Footings Placed Adjacent to Rock Slopes;Journal of Earthquake Engineering;2023-07-17

4. Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit;Acta Geotechnica;2023-07-03

5. Lateral bearing behavior and failure mechanism of monopile-bucket hybrid foundations on sand deposit;Ocean Engineering;2023-07

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