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Influence of Circular Skirted Foundation on Coefficient of Elastic Uniform Compression

Giri, P. / Pandey, G. / Indian Institute of Technology, Roorkee

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Influence of Circular Skirted Foundation on Coefficient of Elastic Uniform Compression

Giri, P. / Pandey, G. / Indian Institute of Technology, Roorkee

Influence of Circular Skirted Foundation on Coefficient of Elastic Uniform Compression

Giri, P. / Pandey, G. / Indian Institute of Technology, Roorkee

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

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Titel:

Influence of Circular Skirted Foundation on Coefficient of Elastic Uniform Compression

Beteiligte:

Giri, P. (Autor:in) / Pandey, G. (Autor:in) / Viladkar, M. N. / Indian Institute of Technology, Roorkee

Kongress:

Indian geotechnical conference; Geotechnical engineering for infrastructural development ; 2003 ; Roorkee, India

Erschienen in:

Indian geotechnical conference; Geotechnical engineering for infrastructural development ; 81-84

INDIAN GEOTECHNICAL CONFERENCE ; 1

Erscheinungsdatum:

01.01.2003

Format / Umfang:

4 pages

Anmerkungen:

Also known as IGC 2003

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Geotechnical , IGC

Giri, P. / Pandey, G. / Indian Geotechnical Society | British Library Conference Proceedings | 2000

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Giri, P. / Pandey, G. | British Library Conference Proceedings | 1999

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Combined Load Capacity of a Preloaded Skirted Circular Foundation in Clay

Fu, D. / Gaudin, C. / Bienen, B. et al. | ASCE | 2018

Consolidation beneath Circular Skirted Foundations

Gourvenec, Susan | Online Contents | 2010

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