Works matching DE "TERZAGHI consolidation theory"
Results: 30
Terzaghi: back to the future.
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- Bulletin of Engineering Geology & the Environment, 2007, v. 66, n. 1, p. 29, doi. 10.1007/s10064-006-0083-9
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Investigation of the coefficient of consolidation of fine-grained soils using combined apparatus.
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- Bulletin of the Mineral Research & Exploration, 2021, v. 166, n. 166, p. 71, doi. 10.19111/bulletinofmre.835936
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Developing an Analytical Method to Study Vertical Stress Due to Soil Arching During Tunnel Construction.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 4, p. 1247, doi. 10.1007/s10706-016-0030-x
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A Critical Reappraisal of the Average Degree of Consolidation.
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- Geotechnical & Geological Engineering, 2011, v. 29, n. 5, p. 873, doi. 10.1007/s10706-011-9424-y
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Effective stress of gas-bearing coal and its dual pore damage constitutive model.
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- International Journal of Damage Mechanics, 2016, v. 25, n. 4, p. 468, doi. 10.1177/1056789515604372
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Analysis of Limit Support Pressure on Tunnel Face Below the River Bed.
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- International Journal of Simulation: Systems, Science & Technology, 2016, v. 17, n. 39, p. 1, doi. 10.5013/IJSSST.a.17.39.16
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Ultrahigh-pressure expression of activated sludge assisted with self-flocculation caused by ultrasonication.
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- Chemical Engineering Research & Design: Transactions of the Institution of Chemical Engineers Part A, 2016, v. 112, p. 16, doi. 10.1016/j.cherd.2016.06.008
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Consolidation Analysis by the Extended Taylor Method (ETM).
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- Jordan Journal of Civil Engineering, 2015, v. 9, n. 3, p. 253, doi. 10.14525/jjce.9.3.3069
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One-dimensional consolidation of layered and visco-elastic soils under arbitrary loading.
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- Applied Mathematics & Mechanics, 2001, v. 22, n. 3, p. 353, doi. 10.1007/BF02437974
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Comparison between Coupled and Uncoupled Consolidation Analysis of a Rigid Sphere in a Porous Elastic Infinite Space.
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- Journal of Engineering Mechanics, 2010, v. 136, n. 8, p. 1059, doi. 10.1061/(ASCE)EM.1943-7889.0000149
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Supporting Technology Research in Deep Well Based on Modified Terzaghi Formula.
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- Advances in Civil Engineering, 2018, p. 1, doi. 10.1155/2018/9483538
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Correction of Line-Sampling Bias of Rock Discontinuity Orientations Using a Modified Terzaghi Method.
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- Advances in Civil Engineering, 2018, p. 1, doi. 10.1155/2018/1629039
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Identification and Mitigation of Error in the Terzaghi Bias Correction for Inhomogeneous Material Discontinuities.
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- Strength of Materials, 2016, v. 48, n. 6, p. 825, doi. 10.1007/s11223-017-9829-9
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Thermo-elastoplastic constitutive model for unsaturated soils.
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- Acta Geotechnica, 2016, v. 11, n. 6, p. 1287, doi. 10.1007/s11440-016-0462-8
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Swelling phenomena and effective stress in compacted expansive clays.
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- Canadian Geotechnical Journal, 2016, v. 53, n. 1, p. 134, doi. 10.1139/cgj-2014-0479
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Determination of bearing capacity of shallow foundations without using superposition approximation.
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- Canadian Geotechnical Journal, 2003, v. 40, n. 2, p. 450, doi. 10.1139/t02-105
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Comparison between laboratory and in situ values of the coefficient of primary consolidation c[sub v].
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- Canadian Geotechnical Journal, 2002, v. 39, n. 1, p. 103, doi. 10.1139/t01-080
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Coefficient of consolidation from the linear segment of the t[sup 1/2] curve.
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- Canadian Geotechnical Journal, 2001, v. 38, n. 4, p. 901, doi. 10.1139/t01-008
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Secondary consolidation of clay as an anomalous diffusion process.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2014, v. 38, n. 12, p. 1231, doi. 10.1002/nag.2256
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Face stability analysis of large shield-driven tunnel in rock-soil interface composite formations.
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- Underground Space (2096-2754), 2022, v. 7, n. 6, p. 1021, doi. 10.1016/j.undsp.2022.01.007
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Physicochemical theory of effective stresses in soils.
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- Water Resources, 2014, v. 41, n. 7, p. 801, doi. 10.1134/S0097807814070094
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Optimizing the Terzaghi Estimator of the 3D Distribution of Rock Fracture Orientations.
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- Rock Mechanics & Rock Engineering, 2017, v. 50, n. 8, p. 2085, doi. 10.1007/s00603-017-1254-7
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Determination of the Effective Stress Law for Deformation in Coalbed Methane Reservoirs.
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- Rock Mechanics & Rock Engineering, 2014, v. 47, n. 5, p. 1809, doi. 10.1007/s00603-013-0492-6
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Plane problem of filtration consolidation for an elastic half-space with discontinuous initial conditions.
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- Journal of Applied Mechanics & Technical Physics, 2016, v. 57, n. 6, p. 1076, doi. 10.1134/S0021894416060158
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A Correction Term in the Terzaghi Equation for Subsoil Bearing Capacity Analysis.
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- Soil Mechanics & Foundation Engineering, 2017, v. 53, n. 6, p. 365, doi. 10.1007/s11204-017-9413-0
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Performance of soil instrumentation on settlement prediction.
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- Soil Mechanics & Foundation Engineering, 2013, v. 50, n. 2, p. 61, doi. 10.1007/s11204-013-9211-2
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Taşıma Kapasitesi ve Oturma Miktarının Hesaplanmasında Yaygın Kullanılan Yöntemlerin Mersin Arıtma Tesisi Temeli Örneğinde Uygulanması.
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- Geological Engineering Journal / Jeoloji Mühendisligi Dergisi, 2012, v. 36, n. 1, p. 1
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GRAPHICAL INTERFACE DESIGNED FOR SECONDARY STRESS LOAD EVALUATION.
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- Mining Revue / Revista Minelor, 2016, v. 22, n. 3, p. 23
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One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings.
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- Applied Mathematics & Mechanics, 2004, v. 25, n. 8, p. 937, doi. 10.1007/BF02438802
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Effect of Vertical Pressure on Horizontal and Vertical Permeability of Soil and Effect of Surcharge Pressure on 3D Consolidation of Soil.
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- Advances in Civil Engineering, 2018, p. 1, doi. 10.1155/2018/9591374
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- Article