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Employment (1)

Gunma University: Kiryu, Gunma, JP

2016-10 to present | JSPS Research Fellow (Geotechnical Engineering Laboratory, Graduate School of Science and Engineering)
Employment
Source: Self-asserted source
Deepak Raj Bhat

Works (30)

Shear rate effect on residual strength of typical clay soils

Innovative Infrastructure Solutions
2022-02 | Journal article
Part of ISSN: 2364-4176
Part of ISSN: 2364-4184
Contributors: Deepak Raj Bhat
Source: Self-asserted source
Deepak Raj Bhat

Rigorous Analysis of Stress-Dependent Landslide Movements with Groundwater Fluctuations Applicable to Disaster Prevention in Monsoon Asia

Journal of Disaster Research
2021-06-01 | Journal article
Part of ISSN: 1883-8030
Part of ISSN: 1881-2473
Source: Self-asserted source
Deepak Raj Bhat

Extended Residual-State Creep Test and Its Application for Landslide Stability Assessment

Materials
2021-04 | Journal article | Author
Contributors: Deepak Raj Bhat; Janusz Kozubal; Matylda Tankiewicz
Source: check_circle
Multidisciplinary Digital Publishing Institute
grade
Preferred source (of 2)‎

Finite element simulation for landslide movements using a new viscosity formulation based on empirical relationships between the factor of safety and the sliding velocity

Journal of the Japan Landslide Society
2021-01 | Journal article
Part of ISSN: 1348-3986
Part of ISSN: 1882-0034
Source: Self-asserted source
Deepak Raj Bhat

Finite element simulation for landslide movements using a new viscosity formulation based on empirical relationships between the factor of safety and the sliding velocity

Journal of the Japan Landslide Society
2021-01-01 | Journal article
Source: Self-asserted source
Deepak Raj Bhat

Numerical Simulation of a Creeping Landslide Case in Japan

Understanding and Reducing Landslide Disaster Risk
2020-12-23 | Book chapter
Source: Self-asserted source
Deepak Raj Bhat

Shearing Rate Effect on Residual Strength of Typical Clay Soils in Ring Shear Test

Understanding and Reducing Landslide Disaster Risk: Testing, Modeling and Risk Assessment, Volume 4,
2020-12-23 | Book chapter
Source: Self-asserted source
Deepak Raj Bhat

Numerical Simulation of a Creeping Landslide Induced by a Snow Melt Water

Technical Journal
2019 | Journal article
Source: Self-asserted source
Deepak Raj Bhat

Load bearing capacity of lateral loaded piles in watered carpathian flysch

Archives of Mining Sciences
2018 | Journal article
EID:

2-s2.0-85060043963

Contributors: Kozubal, J.W.; Bhat, D.R.; Pradhan, P.M.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Assessment of buildings after Gorkha Earthquake-2015: A case study of central buildings of Kathmandu University, Nepal.

Journal of Science, Engineering and Technology, KU, Vol. 11 (2): 34-44.
2015 | Journal article
Source: Self-asserted source
Deepak Raj Bhat

Effect of shearing rate on residual strength of landslide soils

Engineering Geology for Society and Territory - Volume 2: Landslide Processes
2015 | Book
EID:

2-s2.0-84944582650

Contributors: Bhat, D.R.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Creeping displacement behavior of clayey soils in a new creep test apparatus

Geotechnical Special Publication
2014 | Conference paper
EID:

2-s2.0-84903281025

Contributors: Bhat, D.R.; Yatabe, R.; Bhandary, N.P.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Shear strength recovery of clayey soils following discontinuation of shear at a Residual state

Landslide Science for a Safer Geoenvironment
2014 | Book
EID:

2-s2.0-85018542473

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Slow shearing rates effect on residual strength of landslide soils

Geotechnical Special Publication
2014 | Conference paper
EID:

2-s2.0-84903265508

Contributors: Bhat, D.R.; Yatabe, R.; Bhandary, N.P.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Strength Recovery from Residual-State of Shear on Soils

Indian Geotechnical Journal
2014 | Journal article
EID:

2-s2.0-84893958711

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.; Dahal, R.K.; Tiwari, R.C.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Strength recovery of landslide soils from the residual state of shear

Geotechnical Special Publication
2014 | Conference paper
EID:

2-s2.0-84903306508

Contributors: Bhat, D.R.; Yatabe, R.; Bhandary, N.P.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

An experimental study to understand the creeping displacement behavior of landslides soils in residual-state of shear

Geotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-4
2013 | Conference paper
EID:

2-s2.0-84866943945

Contributors: Deepak Raj Bhat, A.; Tiwari, R.C.; Bhandary, B.N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Effect of Shearing Rate on Residual Strength of Kaolin Clay

Electronic Journal of Geotechnical Engineering
2013 | Journal article
EID:

2-s2.0-84883008303

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Erratum: Modification of a torsional ring shear apparatus to understand the creeping behaviors of landslide soils

International Journal of Geotechnical Engineering
2013 | Journal article
EID:

2-s2.0-84922695806

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.; Dahal, R.K.; Tiwari, R.C.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Evaluation of factor of safety for vegetated and barren soil slopes with limit equilibrium computations

Geomechanics and Geoengineering
2013 | Journal article
EID:

2-s2.0-84887187940

Contributors: Tiwari, R.C.; Bhandary, N.P.; Yatabe, R.; Bhat, D.R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Experimental Study of Strength Recovery from Residual Strength on Kaolin Clay.

International Journal of Civil and Environmental Engineering, Vol. 7 (1): 67-73.
2013 | Journal article
Source: Self-asserted source
Deepak Raj Bhat

Method of residual-state creep test to understand the creeping behaviour of landslide soils

Landslide Science and Practice: Early Warning, Instrumentation and Monitoring
2013 | Conference paper
EID:

2-s2.0-84885682056

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

New numerical scheme in the finite-element method for evaluating the root-reinforcement effect on soil slope stability

Geotechnique
2013 | Journal article
EID:

2-s2.0-84878089989

Contributors: Tiwari, R.C.; Bhandary, N.P.; Yatabe, R.; Bhat, D.R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Residual-state creep behavior of typical clayey soils

Natural Hazards
2013 | Journal article
EID:

2-s2.0-84888638513

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Study of preexisting shear surfaces of reactivated landslides from a strength recovery perspective

Journal of Asian Earth Sciences
2013 | Journal article
EID:

2-s2.0-84884664101

Contributors: Bhat, D.R.; Yatabe, R.; Bhandary, N.P.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

A new concept of residual-state creep test to understand the creeping behavior of clayey soils

Geotechnical Special Publication
2012 | Conference paper
EID:

2-s2.0-84885681292

Contributors: Bhat, D.R.; Bhandary, N.P.; Yatabe, R.; Tiwari, R.C.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Creep behavior of clayey soils in residual-state of shear: An experimental study to understand the creeping displacement behavior of large-scale landslides

Landslides and Engineered Slopes: Protecting Society through Improved Understanding - Proceedings of the 11th International and 2nd North American Symposium on Landslides and Engineered Slopes, 2012
2012 | Conference paper
EID:

2-s2.0-84903274166

Contributors: Bhat, A.D.R.; Tiwari, R.C.; Bhandary, B.N.P.; Yatabe, R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

New numerical scheme in finite element method for the effective evaluation of the vegetation effects on slope stability modeling

Geotechnical Special Publication
2012 | Conference paper
EID:

2-s2.0-84888340670

Contributors: Tiwari, R.C.; Bhandary, N.P.; Yatabe, R.; Bhat, D.R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Residual-state creep test in modified torsional ring shear machine: Methods and implications

International Journal of GEOMATE
2011 | Journal article
EID:

2-s2.0-84879486522

Contributors: Bhat Deepak, R.; Bhandary, N.P.; Yatabe, R.; Tiwari, R.C.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Simulation of root-reinforcement effect in natural slopes based on progressive failure in soil-root interaction

International Journal of GEOMATE
2011 | Journal article
EID:

2-s2.0-84905679345

Contributors: Tiwari, R.C.; Bhandary, N.P.; Yatabe, R.; Bhat, D.R.
Source: Self-asserted source
Deepak Raj Bhat via Scopus - Elsevier

Peer review (26 reviews for 12 publications/grants)

Review activity for Acta Geotechnica (1)
Review activity for Applied sciences. (2)
Review activity for Bulletin of engineering geology and the environment. (6)
Review activity for GeoHazards. (2)
Review activity for Geomorphology. (1)
Review activity for Geosciences. (3)
Review activity for International journal of geomechanics. (1)
Review activity for Journal of environmental management. (1)
Review activity for Journal of marine science and engineering. (1)
Review activity for Journal of Rock Mechanics and Geotechnical Engineering. (2)
Review activity for Remote sensing. (5)
Review activity for Water. (1)