Creep response of recycled asphalt shinglesSOLEIMANBEIGI, Ali; EDIL, Tuncer B; BENSON, Craig H et al.Canadian geotechnical journal. 2014, Vol 51, Num 1, pp 103-114, issn 0008-3674, 12 p.Article

Effect of truck position and multiple truck loading on response of long-span metal culvertsELSHIMI, Tamer M; BRACHMAN, Richard W. I; MOORE, Ian D et al.Canadian geotechnical journal. 2014, Vol 51, Num 2, pp 196-207, issn 0008-3674, 12 p.Article

Enhanced analysis of pile flexural behavior due to installation of adjacent pileKEE KIAT THO; ZONGRUI CHEN; CHUN FAI LEUNG et al.Canadian geotechnical journal. 2014, Vol 51, Num 6, pp 705-711, issn 0008-3674, 7 p.Article

Experimental study on water evaporation from sand using environmental chamberSONG, Wei-Kang; CUI, Yu-Jun; ANH MINH TANG et al.Canadian geotechnical journal. 2014, Vol 51, Num 2, pp 115-128, issn 0008-3674, 14 p.Article

Full-scale physical testing of a buried reinforced concrete pipe under axle loadLAY, G. R; BRACHMAN, R. W. I.Canadian geotechnical journal. 2014, Vol 51, Num 4, pp 394-408, issn 0008-3674, 15 p.Article

Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysisPANTELIDIS, Lysandros; GRIFFITHS, D. V.Canadian geotechnical journal. 2014, Vol 51, Num 2, pp 208-216, issn 0008-3674, 9 p.Article

Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness methodALLEN, Tony M; BATHURST, Richard J.Canadian geotechnical journal. 2014, Vol 51, Num 1, pp 16-29, issn 0008-3674, 14 p.Article

Test fill on soft plastic marine clay at Onsøy, NorwayBERRE, Toralv.Canadian geotechnical journal. 2014, Vol 51, Num 1, pp 30-50, issn 0008-3674, 21 p.Article

Three-dimensional numerical analysis for rock slope stability using shear strength reduction methodJIAYI SHEN; KARAKUS, Murat.Canadian geotechnical journal. 2014, Vol 51, Num 2, pp 164-172, issn 0008-3674, 9 p.Article

Discrete-continuum analysis of monotonic pile penetration in crushable sandsJIANFENG WANG; BUDI ZHAO.Canadian geotechnical journal. 2014, Vol 51, Num 10, pp 1095-1110, issn 0008-3674, 16 p.Article

Field investigation of the axial resistance of helical piles in dense sandGAVIN, Kenneth; DOHERTY, Paul; TOLOOIYAN, Ali et al.Canadian geotechnical journal. 2014, Vol 51, Num 11, pp 1343-1354, issn 0008-3674, 12 p.Article

Influence of valley geometry on stability of an earth damCHUGH, Ashok K.Canadian geotechnical journal. 2014, Vol 51, Num 10, pp 1207-1217, issn 0008-3674, 11 p.Article

Probabilistic observational method for estimating wall displacements in excavationsWU, Shih-Hsuan; JIANYE CHING; OU, Chang-Yu et al.Canadian geotechnical journal. 2014, Vol 51, Num 10, pp 1111-1122, issn 0008-3674, 12 p.Article

Effect of coarse content on shear behavior of unsaturated coarse granular soilsZHAO, H. F; ZHANG, L. M.Canadian geotechnical journal. 2014, Vol 51, Num 12, pp 1371-1383, issn 0008-3674, 13 p.Article

A statistical model for presence of late-season frozen ground in discontinuous permafrost at Dublin Gulch, YukonQUINN, P. E.Canadian geotechnical journal. 2013, Vol 50, Num 8, pp 889-898, issn 0008-3674, 10 p.Article

Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clayWICHTMANN, T; ANDERSEN, K. H; SJURSEN, M. A et al.Canadian geotechnical journal. 2013, Vol 50, Num 4, pp 400-412, issn 0008-3674, 13 p.Article

Evaluation of a single-layer desulphurized tailings coverDOBCHUK, Bonnie; NICHOL, Craig; WARD WILSON, G et al.Canadian geotechnical journal. 2013, Vol 50, Num 7, pp 777-792, issn 0008-3674, 16 p.Article

Influence of infiltration on the periodic re-activation of slow movements in an overconsolidated clay slopeTOMMASI, Paolo; BOLDINI, Daniela; CALDARINI, Giada et al.Canadian geotechnical journal. 2013, Vol 50, Num 1, pp 54-67, issn 0008-3674, 14 p.Article

Multivariate distribution for undrained shear strengths under various test proceduresJIANYE CHING; KOK-KWANG PHOON.Canadian geotechnical journal. 2013, Vol 50, Num 9, pp 907-923, issn 0008-3674, 17 p.Article

Offshore anchor piles under mooring forces: numerical modelingRAMADAN, Mohamed I; BUTT, Stephen D; POPESCU, R et al.Canadian geotechnical journal. 2013, Vol 50, Num 2, pp 189-199, issn 0008-3674, 11 p.Article

Probabilistic identification of underground soil stratification using cone penetration testsYU WANG; KAI HUANG; ZIJUN CAO et al.Canadian geotechnical journal. 2013, Vol 50, Num 7, pp 766-776, issn 0008-3674, 11 p.Article

Seasonal slope movements in an old clay fill embankment damLEES, A. S; MACDONALD, G. J; SHEERMAN-CHASE, A et al.Canadian geotechnical journal. 2013, Vol 50, Num 5, pp 503-520, issn 0008-3674, 18 p.Article

Uplift soil―pipe interaction in granular soilJUNG, Jai K; O'ROURKE, Thomas D; OLSON, Nathaniel A et al.Canadian geotechnical journal. 2013, Vol 50, Num 7, pp 744-753, issn 0008-3674, 10 p.Article

Liquefaction potential evaluations: energy-based method versus stress-based methodKOKUSHO, Takaji.Canadian geotechnical journal. 2013, Vol 50, Num 10, pp 1088-1099, issn 0008-3674, 12 p.Article

Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materialsAZAM, A. M; CAMERON, D. A; RAHMAN, M. M et al.Canadian geotechnical journal. 2013, Vol 50, Num 11, pp 1143-1158, issn 0008-3674, 16 p.Article