Geogrid Reinforced Granular Pad Foundation Resting on Loose and Soft Soils, Hamilton Harbour, Ontario-Reference-Cited by-同舟云学术

Geogrid Reinforced Granular Pad Foundation Resting on Loose and Soft Soils, Hamilton Harbour, Ontario

Published:2015-07-07 Issue:3 Volume:1 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Alston C.^ORCID,Lowry D. K.,Lister A.

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40891-015-0022-6.pdf

Reference13 articles.

1. Alston C., Lowry D.K., Lister A. (2015) Design and performance of geogrid reinforced foundation for storage tanks resting on loose, thick fill, Hamilton Harbour, Ontario. In: IFAI geosynthetics conference, Portland, Oregon

2. US Army Corps of Engineers (1999) Engineering and design, settlement analysis, Table 2–3, Engineering Manual 1110-1-1904

3. Rosenberg P, Journeaux NL (1992) Settlement limitations for cylindrical steel storage tanks. Can Geotech J 19:232–238

4. Akhaven AA (2009) Settlement criteria for steel oil storage tanks. EJGE 13:1–9

5. Alston Associates Inc. (2012) Geotechnical investigation study, proposed tank developments. Sylvite Group of Companies, Emerald Street Slip, Hamilton

Cited by 4 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. A laboratory study on pull-out resistance of geogrid in clay soil;Measurement;2019-06

2. Optimum burial depth of geosynthetic reinforcement within sand bed based on numerical investigation;International Journal of Geotechnical Engineering;2017-11-30

3. Improved Performance of Rail Track Substructure Using Synthetic Inclusions: Experimental and Numerical Investigations;International Journal of Geosynthetics and Ground Engineering;2016-08-08

4. Geogrid Reinforced Granular Pad Foundation Resting on Loose and Soft Soils, Hamilton Harbour, Ontario;International Journal of Geosynthetics and Ground Engineering;2015-07-07