Works matching IS 00083674 AND DT 2020 AND VI 57 AND IP 6
Results: 13
Reply to the discussion by Koutsoftas on "Effects of sampling disturbance in geotechnical design".
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 944, doi. 10.1139/cgj-2019-0592
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Discussion of "Effects of sample disturbance in geotechnical design".
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 939, doi. 10.1139/cgj-2019-0387
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Field and laboratory behaviour of fine-grained soil stabilized with lime.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 933, doi. 10.1139/cgj-2019-0271
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Analysis of helical soil-nailed walls under static and seismic conditions.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 815, doi. 10.1139/cgj-2019-0240
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Movement of water in compacted bentonite and its relation with swelling pressure.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 921, doi. 10.1139/cgj-2019-0219
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Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 903, doi. 10.1139/cgj-2019-0205
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- Article
Finite element analysis of mixed-in-place (MIP) columns supporting excavations in slopes considering tension-softening.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 785, doi. 10.1139/cgj-2019-0093
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Stacked pile solution for axial load–settlement analysis of driven piles in multi-layered soils.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 851, doi. 10.1139/cgj-2018-0892
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Investigation of a decommissioned landfill barrier system containing polychlorinated biphenyl (PCB) waste after 25 years in service.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 882, doi. 10.1139/cgj-2018-0784
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Damping characteristics of full-scale grouped helical piles in dense sands subjected to small and large shaking events.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 801, doi. 10.1139/cgj-2018-0769
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Field testing of rocking foundations in cohesive soil: cyclic performance and footing mechanical response.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 828, doi. 10.1139/cgj-2018-0734
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Quantifying progressive failure of micro-anchored fiber optic cable–sand interface via high-resolution distributed strain sensing.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 871, doi. 10.1139/cgj-2018-0651
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- Article
Observed long-term differential settlement of metro structures built on soft deposits in the Yangtze River Delta region of China.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 6, p. 840, doi. 10.1139/cgj-2018-0524
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- Article