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A method to estimate soil-water characteristic curve for weathered granite soil

Lee, S.R. / Kim, Y.K. / Lee, S.J.

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A method to estimate soil-water characteristic curve for weathered granite soil

Lee, S.R. / Kim, Y.K. / Lee, S.J.

A method to estimate soil-water characteristic curve for weathered granite soil

Lee, S.R. / Kim, Y.K. / Lee, S.J.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

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Ähnliche Titel

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Dokumentinformationen

Titel:

A method to estimate soil-water characteristic curve for weathered granite soil

Beteiligte:

Lee, S.R. (Autor:in) / Kim, Y.K. (Autor:in) / Lee, S.J. (Autor:in)

Kongress:

INTERNATIONAL CONFERENCE; 16th, Soil mechanics and geotechnical engineering ; 2005 ; Osaka, Japan

Erschienen in:

Soil mechanics and geotechnical engineering ; 543-546

Erscheinungsdatum:

01.01.2005

Format / Umfang:

4 pages

Anmerkungen:

Text in English with French and English summaries; CD-ROMs in pockets attached to inside back covers of volumes 1 and 5; HELD ON CD-ROM

ISBN:

9789059660274 , 9059660285 , 9059660293 , 9059660307 , 9059660315 , 9059660323

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Soil mechanics , Geotechnical engineering , ICSMGE

Lee, Sangbeen / Lee, Jeongyoun / Jung, Jongwon | Springer Verlag | 2024

Prediction of soil water characteristic curves of Korean weathered granite soils by artificial neural network

Lee, S. R. / Kim, Y. K. / Lee, S. J. et al. | British Library Conference Proceedings | 2005

Soil Water Characteristic Curve for a Granite Residual Soil: Experimental and Numerical Results

Topa Gomes, A. / Viana Da Fonseca, A. / Silva Cardoso, A. | Tema Archiv | 2011

Slope Stability Characteristic of Unsaturated Weathered Granite Soil in Korea considering Antecedent Rainfall

Kim, Yun-Tae / Lee, Ji-Sung | ASCE | 2013

Slope Stability Characteristic of Unsaturated Weathered Granite Soil in Korea Considering Antecedent Rainfall

Kim, Y.-T. / Lee, J.-S. | British Library Conference Proceedings | 2013

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