Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay-Reference-Cited by-同舟云学术

Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay

Published:2013-07 Issue:7 Volume:139 Page:1140-1155
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Andersen Knut H.¹,Schjetne Knut²

Affiliation:

1. Technical Director, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, N-0806 Oslo, Norway (corresponding author).

2. Senior Engineer, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, N-0806 Oslo, Norway.

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.1943-5606.0000839

Reference18 articles.

1. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007This paper represents the written version of the 21st Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).

2. Andersen K. H. Lunne T. Kvalstad T. J. and Forsberg C. F. (2008). ”Deep water geotechnical engineering.” Proc. XXIV Mexican Society Conf. on Soil Mechanics Vol. IV Sociedad Mexicana de Mecánica de Suelos Mexico City.

3. Bjerrum L. (1973). “Problems of soil mechanics and construction on soft clays and structurally unstable soils.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 3 111–159 USSR National Society for Soil Mechanics and Foundation Engineering Moscow.

4. The strength and dilatancy of sands

5. British Standards Institute (BSI). (1990). “Methods of tests for soils for civil engineering purposes.” BS 1377 London.

Cited by 63 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Deformation characteristics and stability analysis of lean clay under cyclic loading;Transportation Geotechnics;2024-07

2. Estimating mechanical properties of natural siliceous offshore sands;Marine Georesources & Geotechnology;2024-06-05

3. Geotechnical Properties of Subglacial Till at Baltic Sea Offshore Wind Farm Sites;Day 2 Tue, May 07, 2024;2024-04-29

4. Shear Strength and Consolidation Behaviour of Kaolin Clay Reinforced with a Granular Column Backfilled with Crushed Waste Glass;Geotechnical and Geological Engineering;2024-03-11

5. Vertical behavior of a suction caisson using state-dependent sand friction angles;Marine Georesources & Geotechnology;2023-12-27