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The present study evaluates the effect of three distinct amounts of fines, Portland cement and dry unit weights on the accumulated loss of mass (ALM), maximum shear modulus at small strains (G0) and tensile strength (qt) of stabilised sands subjected
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1032::db2c76a8668ca0c31170fcb09af5dc1c
http://hdl.handle.net/10044/1/70525
http://hdl.handle.net/10044/1/70525
