kw.\*:("Full-scale tests")
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Methods for Quantifying Lime Incorporation into Dewatered Sludge. II: Field-Scale ApplicationNORTH, Jason M; BECKER, Jennifer G; SEAGREN, Eric A et al.Journal of environmental engineering (New York, NY). 2008, Vol 134, Num 9, pp 762-770, issn 0733-9372, 9 p.Article
Full-scale tests to measure stresses and vertical displacements in an 18.34 m-diameter agricultural steel silo roofRAMIREZ-GOMEZ, A; GALLEGO, E; FUENTES, J. M et al.Computers and electronics in agriculture. 2014, Vol 106, pp 56-65, issn 0168-1699, 10 p.Article
Fretting fatigue of aluminum alloy in contact with steel in oil drill pipe connections, modeling to interpret test resultsSANTUS, C.International journal of fatigue. 2008, Vol 30, Num 4, pp 677-688, issn 0142-1123, 12 p.Article
Methods for Quantifying Lime Incorporation into Dewatered Sludge. I: Bench-Scale EvaluationNORTH, Jason M; BECKER, Jennifer G; SEAGREN, Eric A et al.Journal of environmental engineering (New York, NY). 2008, Vol 134, Num 9, pp 750-761, issn 0733-9372, 12 p.Article
Approaches to Rut Depth Prediction in Semirigid Asphalt PavementsJUN YANG; HAIZHU LU; HAORAN ZHU et al.Journal of engineering mechanics. 2009, Vol 135, Num 6, pp 510-516, issn 0733-9399, 7 p.Article
Turbulence Measurement of Combined Wave and Surge Overtopping of a Full-Scale HPTRM-Strengthened LeveeSAIYU YUAN; LIN LI; AMINI, Farshad et al.Journal of waterway, port, coastal, and ocean engineering. 2014, Vol 140, Num 4, issn 0733-950X, 04014014.1-04014014.14Article
Fatigue limit assessment on seamless tubes in presence of inhomogeneities: Small crack model vs. full scale testing experimentsCRISTEA, Mihaela Eliza; BERETTA, Stefano; ALTAMURA, Alessandra et al.International journal of fatigue. 2012, Vol 41, pp 150-157, issn 0142-1123, 8 p.Conference Paper
Deviation from Darcy's law observed in one-dimensional consolidationHANSBO, S.Geotechnique. 2003, Vol 53, Num 6, pp 601-605, issn 0016-8505, 5 p.Article
Thermo-mechanical behaviour of energy pilesAMATYA, B. L; SOGA, K; BOURNE-WEBB, P. J et al.Geotechnique. 2012, Vol 62, Num 6, pp 503-519, issn 0016-8505, 17 p.Article
Earth pressure measurements on buried HDPE pipeTALESNICK, M. L; XIA, H.-W; MOORE, I. D et al.Geotechnique. 2011, Vol 61, Num 9, pp 721-732, issn 0016-8505, 12 p.Article
Behaviour of jacked and driven piles in sandy soilYANG, J; THAM, L. G; LEE, P. K. K et al.Geotechnique. 2006, Vol 56, Num 4, pp 245-259, issn 0016-8505, 15 p.Article
Analytical Model for Fracture Grouting in SandBEZUIJEN, A; TE GROTENHUIS, R; VAN TOL, A. F et al.Journal of geotechnical and geoenvironmental engineering. 2011, Vol 137, Num 6, pp 611-620, issn 1090-0241, 10 p.Article
Uncertainties related to predictions of loads and responses for ocean and offshore structuresWEI QIU; SALES, Joel; DONGYEON LEE et al.Ocean engineering. 2014, Vol 86, pp 58-67, issn 0029-8018, 10 p.Article
Exposure to condensation moisture of sheathing in retrofitted leaky wall assembliesDEROME, Dominique; DESMARAIS, Guylaine.Journal of architectural engineering. 2006, Vol 12, Num 2, pp 72-82, issn 1076-0431, 11 p.Article
Structural behavior of asymmetric spindle-shaped Tensairity girders under bending loadsLUCHSINGER, Rolf H; SYDOW, Antje; CRETTOL, Rene et al.Thin-walled structures. 2011, Vol 49, Num 9, pp 1045-1053, issn 0263-8231, 9 p.Article
Numerical and experimental behaviour of a full-scale RC structure upgraded with steel and aluminium shear panelsFORMISANO, A; DE MATTEIS, G; MAZZOLANI, F. M et al.Computers & structures. 2010, Vol 88, Num 23-24, pp 1348-1360, issn 0045-7949, 13 p.Article
Full-Scale Experimental Determination of Concrete Pipe Joint Behavior and Its ModelingBUCO, Jasmin; EMERIAULT, Fabrice; KASTNER, Richard et al.Journal of infrastructure systems. 2008, Vol 14, Num 3, pp 230-240, issn 1076-0342, 11 p.Article
Reduction Factor for the Unloading Point Method at Clay Soil SitesWEAVER, Thomas J; ROLLINS, Kyle M.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 4, pp 643-646, issn 1090-0241, 4 p.Article
Full-Scale Testing of Chemical Dust Palliatives in a Semicontrolled EnvironmentRUSHING, John F; NEWMAN, Kent.Journal of materials in civil engineering. 2009, Vol 21, Num 9, pp 454-459, issn 0899-1561, 6 p.Article
Studies on buoyancy-driven back-layering flow in tunnel firesHU, L. H; HUO, R; CHOW, W. K et al.Experimental thermal and fluid science. 2008, Vol 32, Num 8, pp 1468-1483, issn 0894-1777, 16 p.Article
Hysteretic behavior and design specification of composite beam with slit around columnYANG, Ilseung; TAGAWA, Yasuhisa; NISHIYAMA, Isao et al.Engineering structures. 2006, Vol 28, Num 6, pp 818-828, issn 0141-0296, 11 p.Article
Pavement response and rutting for full-scale and scaled APTMARTIN, Amy Epps; WALUBITA, Lubinda F; HUGO, Fred et al.Journal of transportation engineering. 2003, Vol 129, Num 4, pp 451-461, issn 0733-947X, 11 p.Article
Behaviour of a trial embankment on hydraulically placed pfaCOUSENS, T. W; STEWART, D. I.Engineering geology. 2003, Vol 70, Num 3-4, pp 293-303, issn 0013-7952, 11 p.Conference Paper
On the ballistic and blast load response of a 20ft ISO container protected with aluminium panels filled with a local mass -Phase II. Validation of protective systemBØRVIK, T; BURBACH, A; LANGBERG, H et al.Engineering structures. 2008, Vol 30, Num 6, pp 1621-1631, issn 0141-0296, 11 p.Article
Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitationBROWNJOHN, J. M. W; PAVIC, A.Engineering structures. 2007, Vol 29, Num 11, pp 2833-2843, issn 0141-0296, 11 p.Article