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An empirical method for the evaluation of relative landslip risk

Stevenson, P. C.

Summary There is a need for a simple method of determing relative landslip risk in clay slopes for land use planning and insurance purposes. A method is suggested which combines plasticity index, water conditions, slope angle, slope complexity and land use. The formulation is described and discussed and some examples from Tasmania are given.

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An empirical method for the evaluation of relative landslip risk

Stevenson, P. C.

Summary There is a need for a simple method of determing relative landslip risk in clay slopes for land use planning and insurance purposes. A method is suggested which combines plasticity index, water conditions, slope angle, slope complexity and land use. The formulation is described and discussed and some examples from Tasmania are given.

An empirical method for the evaluation of relative landslip risk

Stevenson, P. C.

Summary There is a need for a simple method of determing relative landslip risk in clay slopes for land use planning and insurance purposes. A method is suggested which combines plasticity index, water conditions, slope angle, slope complexity and land use. The formulation is described and discussed and some examples from Tasmania are given.

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Order at Subito €

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Title:

An empirical method for the evaluation of relative landslip risk

Contributors:

Stevenson, P. C. (author)

Published in:

Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur ; 16

Publication date:

1977

ISSN:

DOI:

https://doi.org/10.1007/BF02591451

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Plasticity Index , Slope Angle , Complex Landslide , Atterberg Limit , Jointed Rock Mass

Classification:

BKL: 38.58 Geomechanik / 56.20 Ingenieurgeologie, Bodenmechanik
Local classification TIB: 050/6545

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