Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Andrew G. Heydinger"'
Autor:
Andrew G. Heydinger, Aaron A. Jennings
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 4:29-38
The design and implementation of a microcomputer-based expert system (ES) to assist the regulatory review of hazardous waste surface impoundment dikes is discussed. DIKE(2.0) employs a “goal-dominated” ES shell architecture linked with a battery
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9d67cbf9cea69fea761e672f51151d6
https://doi.org/10.1111/j.1467-8667.1989.tb00004.x
https://doi.org/10.1111/j.1467-8667.1989.tb00004.x
Autor:
Andrew G. Heydinger
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1821:47-55
One objective of the FHWA’s Long-Term Pavement Performance (LTPP) program is to determine climatic effects on pavement performance. The LTPP instrumentation program includes seasonal monitoring program (SMP) instrumentation to monitor the seasonal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0aeef40f9a260165862bcb776006de37
https://doi.org/10.3141/1821-06
https://doi.org/10.3141/1821-06
Publikováno v:
Environmental Progress. 17:F11-F14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdae8e958b3f4e18d8516b5bbfb2b2ac
https://doi.org/10.1002/ep.670170308
https://doi.org/10.1002/ep.670170308
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1519:36-40
The development and use of an in situ hydraulic conductivity test for drainable bases under existing pavements is presented. Six highway test sections were constructed by the Ohio Department of Transportation to test the drainage characteristics and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::778c4c3311a67fb2fc72bea6d6c2a6d7
https://doi.org/10.1177/0361198196151900105
https://doi.org/10.1177/0361198196151900105
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1547:1-6
The results of analyses of laboratory resilient modulus testing conducted on dense-graded and open-graded aggregates are presented. The testing program included three different aggregate materials (crushed limestone, natural stone, and slag), five di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8556028e8c1198d13db973dd5a96906a
https://doi.org/10.1177/0361198196154700101
https://doi.org/10.1177/0361198196154700101
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1519:19-27
Inadequate drainage of pavement structures has been identified as a primary cause of pavement distress. Hydraulic conductivity is the most important factor controlling drainage capability. Coarse grained materials have high values of hydraulic conduc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::431543a6e331a9daa3cbd88c0c25d880
https://doi.org/10.3141/1519-03
https://doi.org/10.3141/1519-03
Publikováno v:
GeoCongress 2008.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::329e46add37a81a3d582f8298e3816d6
https://doi.org/10.1061/40972(311)131
https://doi.org/10.1061/40972(311)131
Autor:
B. O. A. Davies, Andrew G. Heydinger
Publikováno v:
Unsaturated Soils 2006.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a2811c26782c6ff0573c3a9db408d8d
https://doi.org/10.1061/40802(189)15
https://doi.org/10.1061/40802(189)15
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 10:367-381
A method for predicting the maximum mobilized side resistance and unit shaft resistance-displacement curves (load transfer functions) on piles in clay is described. The method was derived using a numerical solution to model pile installation effects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0af8c2a28318e95a8df527f3b1c06b3d
https://doi.org/10.1002/nag.1610100403
https://doi.org/10.1002/nag.1610100403
Autor:
Andrew G. Heydinger
Publikováno v:
Journal of Cold Regions Engineering. 1:59-75
Piles have been installed in permafrost in the northern hemisphere for various engineering purposes. To date, there is a large amount of published information on piles in permafrost which has led to accepted design practices. However, there are no st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::685820e4ac340a0e96e3b8f4d574d683
https://doi.org/10.1061/(asce)0887-381x(1987)1:2(59)
https://doi.org/10.1061/(asce)0887-381x(1987)1:2(59)