Sample Disturbance Effects in Silt-Reference-Cited by-同舟云学术

Sample Disturbance Effects in Silt

Published:2017-09 Issue:9 Volume:143 Page:04017061
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Carroll Roselyn¹,Long Michael²

Affiliation:

1. Geotechnical Engineer, Offshore Geotechnics Section, Norwegian Geotechnical Institute, N-0806 Oslo, Norway; formerly, Univ. College Dublin, Songsveien 72, Oslo, Norway.

2. Associate Professor, School of Civil Engineering, Univ. College Dublin, Newstead Bldg., Belfield, Dublin 4, Ireland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001749

Reference51 articles.

1. Arroyo M. Pineda J. A. Sau N. Devincenzi M. and Pérez N. (2015). “Sample quality examination in silty soils.” 16th European Conf. on Soil Mechanics and Geotechnical Engineering Thomas Telford Ltd. Edinburgh Scotland 2873–2878.

2. Baldi G. Bruzzi D. Superbo S. Battaglio M. and Pasqualini E. (1986). “Interpretation of CPTs and CPTUs. Part 2: Drained penetration of sands.” 4th Int. Conf. on Field Instrumentation and In Situ Measurement Nanyang Technological Institute Singapore 143–156.

3. Disturbance due to ideal tube sampling;Baligh M. M.;J. Geotech. Eng. Div.,1987

4. Blaker O. et al. (2015). “Method dependency for determining maximum and minimum dry unit weights of sands.” Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG III) V. Mayer ed. CRC Press Boca Raton FL 1159–1166.

5. Drained and Undrained Strength Interpretation for Low-Plasticity Silts

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