Works matching IS 00083674 AND DT 2017 AND VI 54 AND IP 4
Results: 13
2013 Colloquium of the Canadian Geotechnical Society: Geotechnical and geoenvironmental behaviour of high-density tailings.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 455, doi. 10.1139/cgj-2015-0533
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Transformation models for effective friction angle and relative density calibrated based on generic database of coarse-grained soils.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 481, doi. 10.1139/cgj-2016-0318
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Undrained stability of rectangular tunnels where shear strength increases linearly with depth.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 469, doi. 10.1139/cgj-2016-0072
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- Article
Investigation of plant growth and transpiration-induced matric suction under mixed grass-tree conditions.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 561, doi. 10.1139/cgj-2016-0226
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- Article
Analytical model for vacuum consolidation incorporating soil disturbance caused by mandrel-driven drains.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 547, doi. 10.1139/cgj-2016-0232
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- Article
Study on the efficiency of destress blasting in deep mine drift development.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 518, doi. 10.1139/cgj-2016-0260
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- Article
Experimental study of the progressive collapse mechanism of excavations retained by cantilever piles.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 574, doi. 10.1139/cgj-2016-0284
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- Article
Prediction and analysis of surface settlement due to shield tunneling for Xi'an Metro.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 529, doi. 10.1139/cgj-2016-0166
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- Article
Performance of polymer-enhanced bentonite-sand mixture for covering arsenic-rich gold mine tailings for up to 4 years.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 588, doi. 10.1139/cgj-2016-0375
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DInSAR data assimilation for settlement prediction: case study of a railway embankment in the Netherlands.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 502, doi. 10.1139/cgj-2016-0425
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Discussion of 'Field study of residual forces developed in pre-stressed high-strength concrete (PHC) pipe piles'.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 600, doi. 10.1139/cgj-2016-0588
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Reply to the discussion by Zhang et al. on 'Field study of residual forces developed in pre-stressed high-strength concrete (PHC) pipe piles'.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 602, doi. 10.1139/cgj-2016-0669
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- Article
Corrigendum: Field study of residual forces developed in pre-stressed high-strength concrete (PHC) pipe piles.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 4, p. 604, doi. 10.1139/cgj-2017-0120
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- Article