Static and cyclic performance of polyurethane foam adhesive bound

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Grain-size distributions of all tested G06 (a) and G20 (b) mixtures.

Mohammad Adnan FAROOQ, BTech MBA MTech PhD(Pursuing), University of Technology Sydney, Sydney, UTS, School of Civil and Environmental Engineering

Impact hammer test setups with a simply supported ('S') configuration

Grain Size Distributions and Properties of Ottawa 20-30 Sand Based on

Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures

Use of rubber shreds to enhance attenuation of railway sub-ballast layers made of unbound aggregates

Limit states of compactness versus the coefficient of uniformity (C u ).

First five modes of Γ functions presented in a normalized manner.

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排水条件下聚氨酯泡沫粘合剂粘合土-橡胶混合物的静态和循环性能,Acta Geotechnica - X-MOL

Geotechnical properties of Kilkenny Clay.

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Variation in shear stress (a) Sxy, (b) Sxz, and (c) Syz with depth (z)

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Experimental study on the mechanical behaviour of silty soil stabilized with polyurethane - ScienceDirect