Strength Measurement for Near-Seabed Surface Soft Soil Using Manually Operated Miniature Full-Flow Penetrometer-Reference-Cited by-同舟云学术

Strength Measurement for Near-Seabed Surface Soft Soil Using Manually Operated Miniature Full-Flow Penetrometer

Published:2010-11 Issue:11 Volume:136 Page:1565-1573
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Low Han Eng¹²,Randolph Mark F.¹²

Affiliation:

1. Geotechnical Engineer, Advanced Geomechanics, 4 Leura Street, Nedlands, Western Australia 6009; currently, Geotechnical Engineer, Benthic Geotech Pty. Ltd., 8-10 Leeds St., Rhodes, New South Wales 2138, Australia (corresponding author).

2. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy, Crawley, West Australia 6009, Australia.

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.1943-5606.0000379

Reference20 articles.

1. Borel D. Puech A. Dendani H. and Colliat J. -L. (2005). “Deepwater geotechnical site investigation practice in the Gulf of Guinea.” Proc. Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG) Taylor and Francis London 921–926.

2. Cerato A. B. and Luttenegger A. J. (2004). “Disturbance effects of field vane tests in a varved clay.” Proc. 2nd Int. Conf. on Site Characterization Vol. 1 Millpress Rotterdam The Netherlands 861–867.

3. Chandler R. J. (1988). “The in-situ measurement of the undrained shear strength of clays using the field vane.” Vane Shear Strength Testing of Soils: Field and Laboratory Studies: ASTM STP 1014 A. F. Richards ed. ASTM West Conshohocken Pa. 13–44.

4. Chung S. F. and Randolph M. F. (2004). “Penetration resistance in soft clay for different shaped penetrometers.” Proc. 2nd Int. Conf. on Site Characterization Vol. 1 Millpress Rotterdam The Netherlands 671–678.

5. Effect of Penetration Rate on Penetrometer Resistance in Clay

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