2017
DOI: 10.1007/s40030-017-0237-8
|View full text |Cite
|
Sign up to set email alerts
|

Bridge Failure Due to Inadequate Design of Bed Protection

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2021
2021
2021
2021

Publication Types

Select...
1

Relationship

0
1

Authors

Journals

citations
Cited by 1 publication
(2 citation statements)
references
References 5 publications
0
2
0
Order By: Relevance
“…The density of the studied foam in this experiment ranged from 37 to 145 kg/m 3 . It was found that the yield stresses in both transverse and rising directions are similar and ranging between 250 and 500 kPa, and the compression stress ranges from (30)(31)(32)(33)(34)(35)(36)(37)(38)(39)(40). The pressures of up to 10 MPa have been reached.…”
Section: Laboratory Investigations Datamentioning
confidence: 96%
See 1 more Smart Citation
“…The density of the studied foam in this experiment ranged from 37 to 145 kg/m 3 . It was found that the yield stresses in both transverse and rising directions are similar and ranging between 250 and 500 kPa, and the compression stress ranges from (30)(31)(32)(33)(34)(35)(36)(37)(38)(39)(40). The pressures of up to 10 MPa have been reached.…”
Section: Laboratory Investigations Datamentioning
confidence: 96%
“…In addition, there are aspects related to changes in the capacity concerning a particular project, the poor quality of the construction materials, reconstruction processes, cities planning and developments, the insufficient distance between the adjacent foundations, vibration effect of the neighborhood construction equipment, the changes in the groundwater level due to inappropriate seepage network, and other factors. These factors are extensively studied in the following authors' work: [6,21,[23][24][25][26][27][29][30][31][32][33][34][35][36][37][38][40][41][42][43][44][45][46]49,[61][62][63] and many others.…”
Section: Introductionmentioning
confidence: 99%