Creep Studies on Saturated Clays

JK Mitchell; RG Campanella

doi:10.1520/STP29986S

SYMPOSIA PAPER Published: 01 January 1964

STP29986S

Creep Studies on Saturated Clays

Source

An hypothesis, based on rate-process theory, which relates effective stresses, deviator stress, soil structure, temperature, and frictional and cohesive soil properties with creep rate, is summarized briefly. This hypothesis is tested by a specially designed triaxial compression apparatus which permits creep testing of clays under a range of controllable temperatures and pressures as well as the measurement of pore water pressures. This apparatus also permits rapid temperature change during a test.

Author Information

Mitchell, JK

Institute of Transportation and Traffic Engineering, University of California, Berkeley

Campanella, RG

Institute of Transportation and Traffic Engineering, University of California, Berkeley

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Details

Developed by Committee: D18

Pages: 90–103

DOI: 10.1520/STP29986S

ISBN-EB: 978-0-8031-4568-9

ISBN-13: 978-0-8031-0048-0

Creep Studies on Saturated Clays

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