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Strengthening of soils by soil-cement elements

Isaev, B. N. / Badeev, S. Yu. / Lunev, A. G. / Tsapkova, N. N. / Logutin, V. V. / Kuznetsov, M. V. / Badeev, V. S.

A method is proposed for the strengthening of highly compressible saturated soils by the method of injection through directed fissures. Test results are presented for the reinforced bed of a conventional foundation subjected to static loads. Results of the investigations are being successfully applied to the construction of two ten-story buildings in Rostov-na-Donu.

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Strengthening of soils by soil-cement elements

Isaev, B. N. / Badeev, S. Yu. / Lunev, A. G. / Tsapkova, N. N. / Logutin, V. V. / Kuznetsov, M. V. / Badeev, V. S.

A method is proposed for the strengthening of highly compressible saturated soils by the method of injection through directed fissures. Test results are presented for the reinforced bed of a conventional foundation subjected to static loads. Results of the investigations are being successfully applied to the construction of two ten-story buildings in Rostov-na-Donu.

Strengthening of soils by soil-cement elements

Isaev, B. N. / Badeev, S. Yu. / Lunev, A. G. / Tsapkova, N. N. / Logutin, V. V. / Kuznetsov, M. V. / Badeev, V. S.

A method is proposed for the strengthening of highly compressible saturated soils by the method of injection through directed fissures. Test results are presented for the reinforced bed of a conventional foundation subjected to static loads. Results of the investigations are being successfully applied to the construction of two ten-story buildings in Rostov-na-Donu.

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Titel:

Strengthening of soils by soil-cement elements

Beteiligte:

Isaev, B. N. (Autor:in) / Badeev, S. Yu. (Autor:in) / Lunev, A. G. (Autor:in) / Tsapkova, N. N. (Autor:in) / Logutin, V. V. (Autor:in) / Kuznetsov, M. V. (Autor:in) / Badeev, V. S. (Autor:in)

Erschienen in:

Soil Mechanics and Foundation Engineering ; 47

Erscheinungsdatum:

2010

ISSN:

DOI:

https://doi.org/10.1007/s11204-010-9110-8

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Experimental Foundation , Riser , Stress Riser , Soil Cement , Uniaxial Compressive Strength

Klassifikation:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

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