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Seismic methods for study of soil building properties

Bely, L. D. / Nazarov, G. N. / Chebkasova, E. V. / Chu-Machenko, A. N.

Summary Information about distribution of elastic wave propagation velocities Vp, Vs in the subsurface zone of a soil mass can be obtained rapidly and cheaply by means of special seismic methods. With the help of these methods it is possible to study the elastic properties in detail in a soil mass of high structural complexity beginning from depths of 0.01 m. Correlative relations may be used to determine the distribution of deformation-strength characteristics of soils both in the area of the mass and at depth. By means of measurements made during construction it is possible to correct the placement of fill in dams, artificial foundations, roads, etc.

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Seismic methods for study of soil building properties

Bely, L. D. / Nazarov, G. N. / Chebkasova, E. V. / Chu-Machenko, A. N.

Summary Information about distribution of elastic wave propagation velocities Vp, Vs in the subsurface zone of a soil mass can be obtained rapidly and cheaply by means of special seismic methods. With the help of these methods it is possible to study the elastic properties in detail in a soil mass of high structural complexity beginning from depths of 0.01 m. Correlative relations may be used to determine the distribution of deformation-strength characteristics of soils both in the area of the mass and at depth. By means of measurements made during construction it is possible to correct the placement of fill in dams, artificial foundations, roads, etc.

Seismic methods for study of soil building properties

Bely, L. D. / Nazarov, G. N. / Chebkasova, E. V. / Chu-Machenko, A. N.

Summary Information about distribution of elastic wave propagation velocities Vp, Vs in the subsurface zone of a soil mass can be obtained rapidly and cheaply by means of special seismic methods. With the help of these methods it is possible to study the elastic properties in detail in a soil mass of high structural complexity beginning from depths of 0.01 m. Correlative relations may be used to determine the distribution of deformation-strength characteristics of soils both in the area of the mass and at depth. By means of measurements made during construction it is possible to correct the placement of fill in dams, artificial foundations, roads, etc.

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Title:

Seismic methods for study of soil building properties

Contributors:

Bely, L. D. (author) / Nazarov, G. N. (author) / Chebkasova, E. V. (author) / Chu-Machenko, A. N. (author)

Published in:

Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur ; 26-27

Publication date:

1982

ISSN:

DOI:

https://doi.org/10.1007/BF02594212

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Elastic Wave Propagation , Seismic Method , Soil Mass , Subsurface Zone , Artificial Foundation

Classification:

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

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