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1.
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Singh, M.
(2000)>.
Applicability of a Constitutive Model to Jointed Block Mass.
Rock Mechanics and Rock Engineering.
Volume:
33
Number:
2
Pages:
141-147
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2.
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Singh, M., Rao, K.S. and Ramamurthy, T.
(2002)>.
Strength and Deformational Behaviour of Jointed Rock Mass.
Rock Mech. & Rock Engneering. DOI:
10.1007/s006030200008
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3.
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Singh, M., Rao, K. S. and Ramamurthy, T.
(2004)>.
Engineering Behaviour of Jointed Rock Mass.
Indian Geotechnical Journal.
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4.
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Singh, M., Singh, B., Choudhari, J. B. and Goel, R. K.
(2004)>.
Constitutive Equations for 3-D Anisotropy in Jointed Rocks and its Effect on Tunnel Closure.
International Journal of Rock Mechanics and Mining Sciences.
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5.
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Singh, M. and Rao, K. S.
(2005)>.
Bearing Capacity of Shallow Foundations in Anisotropic non Hoek-Brown Rock Masses.
ASCE Journal of Geotechnical and Geo-environmental Engineering . DOI:
10.1061/(ASCE)1090-0241(2005)131:8(1014)
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6.
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Singh, M. and Rao, K. S.
(2005)>.
Physical and Constitutive Modelling to Simulate Jointed Rock Mass under Uniaxial Stress State.
Journal of Rock Mechanics and Tunnelling Technology.
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7.
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Singh, M. and Singh, B.
(2005)>.
A Strength Criterion Based on Critical State Mechanics for Intact Rocks.
Rock Mech. & Rock Engneering . DOI:
10.1007/s00603-004-0042-3
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8.
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Singh, M., Singh, B. and Shankar, D.
(2005)>.
Critical State Mechanics in Non-Linear Failure Criterion for Rocks.
Journal of Rock Mechanics and Tunnelling Technology.
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9.
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Singh, M. and Rao, K. S.
(2005)>.
Empirical Methods to Estimate the Strength of Jointed Rock Masses.
Engineering Geology. DOI:
10.1016/j.enggeo.2004.09.001
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10.
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Singh, M., Singh, B. and Choudhari, J.
(2007)>.
Critical Strain and Squeezing of Rock Mass in Tunnels .
Tunnelling and Underground Space Technology. DOI:
10.1016/j.tust.2006.06.005
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11.
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Singh, M. and Singh, B.
(2007)>.
Critical State Mechanics in Prediction of Polyaxial Strength of Intact Rocks.
Journal of Rock Mechanics and Tunnelling Technology.
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12.
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Singh, M. and Singh, B.
(2008)>.
High Lateral Strain Ratio in Jointed Rock Masses.
Engineering Geology. DOI:
/10.1016/j.enggeo.2007.11.004
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13.
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Singh, B., Shankar, D. and Singh, M.
(2009)>.
Control of Earthquakes by Lakes in Himalayas and Vicinity.
Journal of Rock Mechanics and Tunnelling Technology. .
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14.
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Singh, M., Raj, A. and Singh, B.
(2011)>.
Modified Mohr-Coulomb Criterion for Non-linear Triaxial and Polyaxial Strength of Intact Rocks.
International Journal Rock Mech Mining Science . DOI:
10.1016/j.ijrmms.2011.02.004
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15.
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Singh, M., Viladkar, M. N., Choudhari, J. and Rajaraman, R.
(2011)>.
Stress Dependency of Rock Mass Modulus in Predicting Closure of Underground Openings.
Journal of Rock Mechanics and Tunnelling Technology.
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16.
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Verma, H. K., Samadhiya, N. K., Singh M., Prasad, V. V. R. and Goel, R. K.
(2011)>.
Quality Assurance in Construction Blasting.
Journal of Engineering Geology.
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17.
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Suhirid, M., Ladjane, K. B., Singh, M. and Sawant, V. A.
(2011)>.
Lateral Load Capacity of Rock Socketed Piers Using Finite Difference Approach.
Journal of Civil Engineering Research. DOI:
10.5923/j.jce.20110101.01
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18.
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Singh, M. and Singh, B.
(2012)>.
Modified Mohr–Coulomb criterion for non-linear triaxial and polyaxial strength of jointed rocks.
Int Journal Rock Mech Mining Sci . DOI:
10.1016/j.ijrmms.2011.12.007.
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19.
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Bindlish, A., Singh, M. and Samadhiya, N. K.
(2012)>.
An experimental study for ultimate bearing capacity of a foundation in anisotropic rock masses.
Journal of Rock Mechanics and Tunnelling Technology.
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20.
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Dwivedi, R. D., Goel, R. K., Singh M. and Viladkar, M. N.
(2012)>.
State-of-the-art of tunnelling through squeezing ground conditions.
Journal of Rock Mechanics and Tunnelling Technology.
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21.
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Bindlish, A., Singh, M. and Samadhiya, N. K.
(2012)>.
Ultimate bearing capacity of shallow foundations on jointed rock mass.
Indian Geotechnical Journal. DOI:
10.1007/s40098-012-0011-9
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22.
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Bindlish, A., Singh, M. and Samadhiya, N. K.
(2013)>.
Modelling of bearing capacity of shallow foundations resting on jointed rock mass.
Indian Geotechnical Journal . DOI:
10.1007/s40098-013-0065-3
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23.
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Dwivedi, R. D., Singh, M., Viladkar, M.N. and Goel, R. K.
(2013)>.
Prediction of tunnel deformation in squeezing grounds.
Engineering Geology. DOI:
10.1016/j.enggeo.2013.04.005
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24.
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Singh, R. P., Singh, M. and Ojha, C. S. P.
(2013)>.
An experimental study on consolidation of compacted clays.
International Journal of Geotechnical Engineering. DOI:
10.1179/1938636213Z.00000000052
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25.
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Verma, H.K., Samadhiya, N.K., Singh, M. and Prasad, V. V. R.
(2014)>.
Blast Induced Damage to Surrounding Rock Mass in an Underground Excavation.
International Journal Geological.
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26.
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Verma, H. K., Samadhiya, N. K., Singh, M. and Prasad, V. V. R.
(2014)>.
Investigation of Excavation Damage Zone in Himalayan Tunnel.
Journal of Mines, Metals and Fuels.
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27.
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Singh, M., Lakshami, V., Yudhbir and Srivastava, L.P.
(2014)>.
Effect of pre-loading with tensile stress on laboratory UCS of a synthetic rock.
Rock Mechanics Rock Engg. . DOI:
10.1007/s00603-013-0537-x
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28.
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Srivastava, L. P. and Singh, M.
(2014)>.
Alteration in material properties of an intact rock due to drilling and bolting operations.
Journal of Mininng. DOI:
10.1155/2014/593401
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29.
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Srivastava, L. P. and Singh, M.
(2014)>.
Effect of fully grouted passive bolts on joint shear strength parameters in a blocky mass.
Rock Mech Rock Eng. DOI:
10.1007/s00603-014-0615-8
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30.
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Shukla, D. K., Singh, M. and Jain, K. K.
(2014)>.
Variation in bearing capacity of footing on slopping Anisotropic rock mass.
International Journal of Research in Engineering & Technology. DOI:
10.1.1.684.8124
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31.
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Dwivedi, R. D., Singh, M., Viladkar, M. N. and Goel, R. K.
(2014)>.
Estimation of support pressure during tunnelling through squeezing grounds.
Engineering Geology. DOI:
10.1016/j.enggeo.2013.10.020
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32.
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Dwivedi, R. D., Singh, M., Viladkar, M. N. and Goel, R. K.
(2014)>.
Parametric Analysis of an Empirical Correlation Predicting Support pressure in Squeezing Ground.
Journal of Rock Mechanics and Tunnelling Technology.
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33.
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Singh M, Samadhiya, N. K., Kumar, A., Kumar, V. and Singh, B.
(2015)>.
A nonlinear criterion for triaxial strength of inherently anisotropic rocks.
Rock Mech Rock Eng. DOI:
10.1007/s00603-015-0708-z
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34.
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Verma, H. K., Samadhiya, N. K., Singh, M. and Goel, R. K.
(2015)>.
Extent of Rock Mass Damage induced by Blasting.
Journal of Engineering Geology.
Pages:
946-958
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35.
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Srivastava, L. P. and Singh, M.
(2015)>.
Empirical estimation of strength of jointed rocks traversed by rock bolts based on experimental observation.
Engineering Geology. DOI:
10.1016/j.enggeo.2015.08.004
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36.
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Srivastava, L. P. and Singh, M.
(2015)>.
Effect of fully grouted passive bolts on joint shear strength parameters in a blocky mass.
Rock Mechanics Rock Engineering. DOI:
10.1007/s00603-014-0615-8
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37.
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Singh, M., Lakshami, V., Yudhbir and Srivastava L. P.
(2015)>.
Effect of pre-loading with tensile stress on laboratory UCS of a synthetic rock.
Rock Mechanics Rock Engineering. DOI:
10.1007/s00603-013-0537-x
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38.
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Sajwan G, Rukhaiyar S, Singh M.
(2016)>.
Polyaxial compressive strength of concrete cubes representing rock.
Journal of Rock Mechanics and Tunnelling Technology.
Volume:
22
Number:
2
Pages:
81-98
Month:
July
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39.
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Verma, H. K., Samadhiya, N. K., Singh, M. Prasad, V.V. R. and Goel R. K.
(2016)>.
Investigations of Rockmass Damage Induced by Blasting in Tunnelling.
Jnl. of Rock. Mech. and Tunnelling Tech., India,.
Volume:
22
Number:
1
Pages:
49-61
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40.
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Majumder, D., Viladkar, M. N. and Singh, M.
(2017)>.
A multiple-graph technique for pre-liminary assessment of ground conditions for tunnelling.
International Journal of Rock Mechanics and Mining Sciences. DOI:
10.1016/j.ijrmms.2017.10.010
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41.
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Singh, M.
(2018)>.
Nonlinear Strength Criterion of inherently Anisotropic Rocks.
Journal of Rock Mechanics and Tunnelling Technology.
Volume:
24
Number:
1
Pages:
5-16
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42.
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Verma, H. K., Samadhiya, N. K., Singh, M., Goel R. K. and Singh P. K.
(2018)>.
Blast Induced Rock Mass Damage Around Tunnels.
Tunnelling and Underground Space Ttechnology. DOI:
10.1016/j.tust.2017.08.019
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43.
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Shaunik, D. and Singh, M.
(2019)>.
Strength behaviour of a model rock intersected by non-persistent joint.
Journal of Rock Mechanics and Geotechnical Engineering. DOI:
10.1016/j.jrmge.2019.01.004
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44.
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Dwivedi, R. D., Goel, R. K., Singh, M., Viladkar M. N. and Singh, P. K.
(2019)>.
Prediction of Ground Behaviour for Rock Tunnelling.
Rock Mechanics and Rock Engineering. DOI:
10.1007/s00603-018-1673-0
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45.
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Srivastava, L. P., Singh, M. and Singh, J.
(2019)>.
Development of Large Direct Shear Test Apparatus for Passive Bolt Reinforced Mass.
Indian Geotechnical Journal. DOI:
10.1007/s40098-018-0306-6
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46.
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Shaunik, D. and Singh, M.
(2020)>.
Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity.
International Journal of Mining Science and Technology. DOI:
10.1016/j.ijmst.2020.03.018
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47.
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Chandel A., Singh M. and Thakur V.
(2021)>.
Retrogressive Failure of Reservoir Rim Sandy Slopes Induced by Steady-State Seepage Condition.
Indian Geotechnical Journal. DOI:
10.1007/s40098-021-00502-1
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48.
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Pandit, K., Singh, M., Sharma, S., Sandhu, H. A. S. and Sahoo, J. P.
(2021)>.
Back-Analysis of a Debris Slope through Numerical Methods and Field Observations of Slope Displacements.
Indian Geotechnical Journal. DOI:
10.1007/s40098-021-00553-4
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49.
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Majumder, D., Viladkar, M. N. and Singh, M.
(2022)>.
Numerical Modelling of Tunnels Excavated in Squeezing Ground Condition: A Case Study.
Arabian Journal for Science and Engineering. DOI:
10.1007/s13369-022-07098-5
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50.
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Singh, J., Pradhan, S. P., Singh, M. and Yuan, B.
(2022)>.
Modified block shape characterization method for classification of fractured rock: A python-based GUI tool.
Computers & Geosciences. DOI:
10.1016/j.cageo.2022.105125
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51.
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Singh, M. and Khalkho, P.
(2022)>.
Modelling of Fatigue Damage Evolution of Two Natural Rocks Under Cyclic Loading.
International Journal of Geosynthetics and Ground Engineering. DOI:
10.1007/s40891-021-00348-w
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52.
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Singh. J., Pradhan, S. P., Singh, M. and Lal, H.
(2022)>.
Control of structural damage on the rock mass characteristics and its influence on the rock slope stability along National Highway‑07, Garhwal Himalaya, India: an ensemble of discrete fracture network (DFN) and distinct element method (DEM).
Bulletin of Engineering Geology and the Environment. DOI:
10.1007/s10064-022-02575-5
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53.
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54.
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Singh J., Pradhan S.P., Vishal V., Singh M.
(2023)>.
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach.
Transportation Geotechnics 40, 100984..
Volume:
40
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55.
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Venkateswarlu B and Singh M.
(2023)>.
Shear strength of the soil–rock mixture deposits: applicability of Barton and Kjaernsli shear strength model,.
Acta Geotechnica,.
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56.
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Majumder D., Viladkar M.N., Singh M.
(2023)>.
Numerical Modelling of Tunnels Excavated in Squeezing Ground Condition: A Case Study,.
Arabian Journal for Science and Engineering, 48 (4), 4657-4673.
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57.
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Chandel A., Singh M., and Thakur V.
(2024)>.
Empirical Solution for Predicting Soil Rim Slope Deformation under Cyclic Reservoir Water Level Fluctuations.
Geotechnical and Geological Engineering. DOI:
10.1007/s10706-024-02944-9
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58.
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Thakur, V., Depina, I., Degago, S. A., Alene, G. H., Oguz, E. A., Singh, M. and Chandel, A.
(2024)>.
Landslide Mitigation of Urbanized Slopes for Sustainable Growth: A Summary of Recent Developments in Structural and Non-structural Countermeasures to Manage Water-Triggered Landslides.
Indian Geotechnical Journal. DOI:
10.1007/s40098-024-01042-0
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59.
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Gangwar, A., Handa, S., Kumar, J., Singh, M. and Dwivedi, R. D.
(2024)>.
A Case Study of Tunnel Stability in Quaternary Deposits Using Pipe-Roof Supports.
Indian Geotechnical Journal. DOI:
10.1007/s40098-024-00892-y
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60.
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Hruaikima, L., Singh, M., Pradhan, S. P. and Singh, J.
(2024)>.
An Empirical Approach for Quick Assessment of Hazard and Safe Height of Steep-Cut Rock Slopes in Garhwal Himalayas.
Indian Geotech Journal. DOI:
10.1007/s40098-023-00784-7
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