Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Vernon R Schaefer"'
Autor:
Chris Williams, Vernon R. Schaefer, Junxing Zheng, Ashley Buss, Hossein Alimohammadi, Guangfan Zheng
Publikováno v:
International Journal of Pavement Research and Technology. 14:708-719
The implementation of warm mix asphalt and chemical compaction aids is becoming more widespread. A growing number of contractors are using warm mix asphalt technologies to reduce mixing and compaction temperatures, reduce fuel consumption, improve co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c4c3302573f9820938a6840be284d67
https://doi.org/10.1007/s42947-020-0057-5
https://doi.org/10.1007/s42947-020-0057-5
Publikováno v:
Geotechnical and Geological Engineering. 39:1155-1171
The fully softened shear strength (FSS) concept is a practical approximation of the mobilized drained shear strength of first-time slides in stiff-fissured clays. There has been a recent increase in interest in measurement and estimation of FSS secan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92fd8ec339ea87ac995ee9dcee2fdea3
https://doi.org/10.1007/s10706-020-01551-8
https://doi.org/10.1007/s10706-020-01551-8
Publikováno v:
International Journal of Pavement Research and Technology. 14:30-42
Many experimental studies have shown that geosynthetic reinforcement of flexible pavement can be beneficial in terms of extending their service life and decreasing the required structural number of the pavement. Although numerous researches have perf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::663b84edb7ca950eebb8f5c0e974fc77
https://doi.org/10.1007/s42947-020-0019-y
https://doi.org/10.1007/s42947-020-0019-y
Publikováno v:
International Journal of Geomechanics. 21
Stability analyses are crucial for identifying soil slope failure susceptibility. Currently, several analytical methods are available to perform such analyses. However, the degree of agree...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcac20dd8b91b565ed1eedec469be1f7
https://doi.org/10.1061/(asce)gm.1943-5622.0002173
https://doi.org/10.1061/(asce)gm.1943-5622.0002173
Publikováno v:
Granular Matter. 23
The discrete element method (DEM) has become a preeminent numerical tool for investigating the mechanical behavior of granular soils. However, traditional DEM uses sphere clusters to approximate soil particles, which is not efficient in simulating re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e90cc82a269ed558ecfdaf9d3a94c94d
https://doi.org/10.1007/s10035-021-01122-5
https://doi.org/10.1007/s10035-021-01122-5
Publikováno v:
IFCEE 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf5e9d16982d739426503e00b1207763
https://doi.org/10.1061/9780784483411.011
https://doi.org/10.1061/9780784483411.011
Publikováno v:
IFCEE 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a56ef053c7cd7be07fe6675f4386f3a
https://doi.org/10.1061/9780784483411.022
https://doi.org/10.1061/9780784483411.022
Publikováno v:
IFCEE 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d286baf93016ef45d83cb05bf29c6fa2
https://doi.org/10.1061/9780784483428.029
https://doi.org/10.1061/9780784483428.029
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Statistical design of experiments was combined with coupled and uncoupled pile-reinforced slope stability analyses to draw conclusions about the factor of safety (FS) sensitivity to pile-re...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a70cdd190198e2d5ca81e733996f8637
https://doi.org/10.1061/(asce)gt.1943-5606.0002323
https://doi.org/10.1061/(asce)gt.1943-5606.0002323
Publikováno v:
International Conference on Transportation and Development 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62ec58cac86f8949591cf118ecc6502d
https://doi.org/10.1061/9780784483183.009
https://doi.org/10.1061/9780784483183.009