Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Heather Shoup"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2676:176-185
Standard penetration tests (SPTs) have been used to estimate strength parameters of soils and weak rocks when it is difficult to obtain high-quality samples for laboratory shear testing. SPTs require 45 cm (18 in.) of split-spoon sampler penetration
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a72901ec663ec803b992c6a08af89584
https://doi.org/10.1177/03611981211037895
https://doi.org/10.1177/03611981211037895
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. :036119812311613
Geogrids are commonly used in paved and unpaved roadways to stabilize base and subbase layers by laterally restraining movements of unbound aggregates under applied wheel loading, often referred to as interlocking. The geogrid-aggregate interlock is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01846f6e13e72934e9a47b959c130f63
https://doi.org/10.1177/03611981231161351
https://doi.org/10.1177/03611981231161351
Autor:
Heather Shoup, Issam I.A. Qamhia, Hasan Ozer, Huseyin Boler, Erol Tutumluer, Andrew J. Stolba
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:339-350
Recent research conducted at the Illinois Center for Transportation evaluated sustainable applications of quarry by-products (QB) or QB blended with coarse recycled aggregates in chemically stabilized base and subbase layers in flexible pavements and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::175cd5986cb64fc97891a48edd1ff71b
https://doi.org/10.1177/0361198120919113
https://doi.org/10.1177/0361198120919113
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772291
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::928aa44c5db6a7ae1079e9520e206fb0
https://doi.org/10.1007/978-3-030-77230-7_50
https://doi.org/10.1007/978-3-030-77230-7_50
Publikováno v:
International Journal of Pavement Engineering. 22:498-513
Unbound aggregate base and subbase layers distribute traffic induced wheel loads in a pavement and protect the weak subgrade. In this study, effects of plasticity index (PI), fines content (FC) (pe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90ee44a8dbc0bb515fc10856cb1cc9c2
https://doi.org/10.1080/10298436.2019.1623402
https://doi.org/10.1080/10298436.2019.1623402
Publikováno v:
Transportation Geotechnics. 18:25-38
Performance period or life span of a flexible pavement is dependent upon the load carrying capacity of its base and subbase layers. Pavement strength characteristics influenced by material properties of these foundation layers are of utmost importanc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28c42229a96338366b26b2a334a98108
https://doi.org/10.1016/j.trgeo.2018.10.004
https://doi.org/10.1016/j.trgeo.2018.10.004
Autor:
Issam I.A. Qamhia, Sheila Beshears, Erol Tutumluer, Heather Shoup, James S. Trepanier, Hasan Ozer
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2673:259-270
Research conducted at the Illinois Center for Transportation evaluated sustainable applications of quarry byproducts (QB) or QB blended with coarse recycled aggregates in chemically stabilized base and subbase layers in flexible pavements. In total,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62498c739296e771205dfe94c3a962e1
https://doi.org/10.1177/0361198118821099
https://doi.org/10.1177/0361198118821099
Publikováno v:
Advances in Materials and Pavement Performance Prediction II ISBN: 9781003027362
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95d4050c413eceed274b6c5ac5bc687b
https://doi.org/10.1201/9781003027362-19
https://doi.org/10.1201/9781003027362-19
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:34-45
Strength characteristics of unbound aggregate materials critically affect base and sub-base thickness designs of construction working platforms and flexible pavements. Unsoaked California Bearing Ratio (CBR) is commonly used by state transportation a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc2059cc5fde706c0356ac3c14210b46
https://doi.org/10.1177/0361198118756886
https://doi.org/10.1177/0361198118756886
Publikováno v:
Transportation Geotechnics. 30:100630
Resilient modulus (Mr) and permanent deformation (PD) characteristics of unbound aggregates under repetitive traffic loads dictate the structural response and performance of pavement base and subbase layers. Aggregate material behavior is dependent o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc92c06037aef6a9ed582b6a59bc051b
https://doi.org/10.1016/j.trgeo.2021.100630
https://doi.org/10.1016/j.trgeo.2021.100630