Undrained Shear Strength in Cohesive Soils Estimated by Directional Modes of In-Situ Shear Wave Velocity

Author:

Moon Sung-Woo,Ku TaeseoORCID

Funder

Ministry of Education - Singapore

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference93 articles.

1. Andersen KH (2004) Cyclic clay data for foundation design of structures subjected to wave loading. In: Triantafyllidis T (ed) International conference on cyclic behaviour of soils and liquefaction phenomena, CBS04, Bochum, Germany. Balkema Publishers, pp 371–387

2. Andersen KH, Lunne T, Kvalstad TJ, Forsberg CF (2008) Deep water geotechnical engineering. In: XXIV national conference of the Mexican society of soil mechanics, Aguascalientes, Nov 26–29, pp 1–57

3. Ashford SA, Jakrapiyanum W, Lukkanaprasit P (1996) Amplification of earthquake ground motions in Bangkok. Research Report, submitted to the Public Works Department, Asian Institute of Technology Thailand

4. Baffer BA (2013) Relationship between small strain shear modulus and undrained shear strength in direct simple shear. Master of Science, University of Rhode Island, Kingston, RI

5. Bates CR, Phillips DR (2000) Multi-component seismic surveying for near surface investigations: examples from central Wyoming and southern England. J Appl Geophys 44:257–273

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