Zobrazeno 1 - 10 of 201 pro vyhledávání: '"Robert M. Koerner"'
1
An extended data base and recommendations regarding 320 failed geosynthetic reinforced mechanically stabilized earth (MSE) walls
Autor: Robert M. Koerner, George R. Koerner
Publikováno v: Geotextiles and Geomembranes. 46:904-912
In 2013, the authors wrote a paper which was published in the Journal of Geotextiles and Geomembranes on the failure of 171-mechanically stabilized earth (MSE) walls reinforced with geotextiles or geogrids, Koerner and Koerner (2013). The paper gener
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::aaeeaba3b9d6e493c24e2a16c9d0689e
https://doi.org/10.1016/j.geotexmem.2018.07.013
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5
Lifetime predictions of exposed geotextiles and geomembranes
Autor: G. R. Koerner, Robert M. Koerner, Y. G. Hsuan
Publikováno v: Geosynthetics International. 24:198-212
A very frequently asked question regarding all types of geosynthetics is, ‘How long will they last?’ This paper answers the question for exposed geotextiles and geomembranes, assuming that they were properly designed and installed. Furthermore, i
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::854b4b8c7a04c353c39a4ca983cbcc60
https://doi.org/10.1680/jgein.16.00026
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8
Lessons learned from geotextile filter failures under challenging field conditions
Autor: George R. Koerner, Robert M. Koerner
Publikováno v: Geotextiles and Geomembranes. 43:272-281
This paper reviews sixty-nine (69) field failures involving geotextile filters which performed unsatisfactorily and are categorized herein as failures. They are grouped into four categories; inadequate design, atypical soils, unusual permeants, and i
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::da437ecd4d8770cfc81e52115b6c4564
https://doi.org/10.1016/j.geotexmem.2015.01.004
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9
Critical interfaces of multilayer geosynthetic liner systems
Autor: Xuede Qian, Robert M. Koerner
Publikováno v: Environmental Geotechnics. 2:118-126
A two-part wedge method for the translational failure analysis of landfills was used to find an effective method to determine the critical interface having the minimum factor of safety for landfills with multilayer geosynthetics. The critical interfa
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1b0a9bc6dd91c4e9477598010117c5a2
https://doi.org/10.1680/envgeo.13.00103
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10
Utilizing PVDs to Provide Shear Strength to Saturated Fine-Grained Foundation Soils
Autor: Robert M. Koerner, George R. Koerner, Maxwell R. Koerner
Publikováno v: International Journal of Geosynthetics and Ground Engineering. 3
This paper describes a major case history failure of 300,000 m3 of soft foundation soil (while being surcharged) that used sand drains to shorten the consolidation time. It occurred in 1960 and has never been reported in the open literature. Using da
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::2b0b94119ed05eb984a8c1b4e1ff876c
https://doi.org/10.1007/s40891-017-0108-4
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