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EXPERIMENTAL STUDY ON DYNAMIC STRENGTH AND RESIDUAL DEFORMATION OF TAILINGS MATERIAL

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Through the dynamic triaxial tests of the tailings material taken from a copper mine, dynamic strength
and residual deformation are studied. It is indicated that: the dynamic strength will increase with
confining pressure and consolidation stress ratio. The related curves of dynamic shear stress ratio and
vibration times have good normalization under different confining pressure. Whether isotropic or
anisotropic consolidation, residual axial strain increase with confinng pressure, and the increasing
trend are particularly obvious under anisotropic consolidation. The curve of residual axial strain and dynamic shear stress ratio is linear in the log-log coordinate, and the relation can be expressed by a
power function.

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Ketersediaan

Informasi Detail

Judul Seri

Geotechnical Engineering For Disaster Mitigation And Rehabilitation And Highway Engineering 2011 Geotechnical And Highway Engineering — Practical Applications, Challenges And Opportunities (with Cd-

No. Panggil

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Penerbit

: World Scientific Pub., 2011

Deskripsi Fisik

pp.327-331

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

624.13

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TAILINGS

Info Detail Spesifik

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Pernyataan Tanggungjawab

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Versi lain/terkait

Lampiran Berkas

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