In conventional triaxial testing, the stiffness of a soil sample is determined by external displacement measurement. Such measurements are subject to errors caused by deflections of the loading system and bedding of the porous stone at the ends of the specimen.
Local axial and radial strain transducers avoid these problems by providing the opportunity to measure the strain, with high accuracy, directly on the triaxial specimen.
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Perta, Sociedade de Equipamentos de Contrução Civil, Lda
Rua Jaime Martins Barata, nº 12 e 12A
2675-384 Odivelas
Portugal
Tel: +351 21 752 05 60
E-mail: geral@perta.pt
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