Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Taizo Nishiyama"'
Publikováno v:
Doboku Gakkai Ronbunshuu E. 64:572-579
FWD試験データから舗装を構成する各層の弾性係数を推定することを逆解析と呼んでいる．通常，測定された荷重と表面たわみのピーク値を準静的な荷重とたわみとみなして逆解析を行い
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bdc4a3ab3089869ad7a52bb109d15a9
https://doi.org/10.2208/jsceje.64.572
https://doi.org/10.2208/jsceje.64.572
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 10:169-174
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::988ed6d58b10982662f15b7fc4295322
https://doi.org/10.2208/journalpe.10.169
https://doi.org/10.2208/journalpe.10.169
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1933:15-23
To evaluate the effect of bonded versus unbonded condition in concrete overlay structure, a field evaluation, laboratory experiment, and 3-D finite element analysis (FEA) model were carried out. First, a field evaluation of bonded and unbonded paveme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::369eebbc8fdf1ce6dda8ec9ead6e9093
https://doi.org/10.1177/0361198105193300103
https://doi.org/10.1177/0361198105193300103
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 3:39-47
When pavement layer moduli are estimated from FWD data based on the least square concept, the estimated results often widely vary. This is likely caused by numerical instability commonly encountered in inverse analyses. It is made clear that appropri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a2540eb43405420415afdbd54b46b4c
https://doi.org/10.2208/journalpe.3.39
https://doi.org/10.2208/journalpe.3.39
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 67:I_173-I_179
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69c152921560ae4c0712ed6be1746b3d
https://doi.org/10.2208/jscejpe.67.i_173
https://doi.org/10.2208/jscejpe.67.i_173