1970
DOI: 10.1061/jsfeaq.0001405
|View full text |Cite
|
Sign up to set email alerts
|

Collapse of Fargo Grain Elevator

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
4
0

Year Published

1981
1981
2022
2022

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 10 publications
(4 citation statements)
references
References 0 publications
0
4
0
Order By: Relevance
“…The direct shear test result shows that the friction angle is between 19.6˚ to 33.03˚ while the cohesion, C, is between 0.25 kg/cm 2 to 0.42 kg/cm 2 , indicating strong shear resistance and a higher ability to resist the load. The bulk density values range from 1.86 g/cm 3 to 2.28 g/cm 3 , while the maximum dry density is 1.63 g/cm 3 to 1.80 g/cm 3 . The exposure of underground concrete to aggressive chemicals is negligible for sulfates and chlorides in soil and water samples that have influenced the cement selection for underground concreting.…”
Section: Discussionmentioning
confidence: 97%
See 3 more Smart Citations
“…The direct shear test result shows that the friction angle is between 19.6˚ to 33.03˚ while the cohesion, C, is between 0.25 kg/cm 2 to 0.42 kg/cm 2 , indicating strong shear resistance and a higher ability to resist the load. The bulk density values range from 1.86 g/cm 3 to 2.28 g/cm 3 , while the maximum dry density is 1.63 g/cm 3 to 1.80 g/cm 3 . The exposure of underground concrete to aggressive chemicals is negligible for sulfates and chlorides in soil and water samples that have influenced the cement selection for underground concreting.…”
Section: Discussionmentioning
confidence: 97%
“…The soil sample's bulk density values range from 1.86 g/cm 3 to 2.28 g/cm 3 , while the maximum dry density of 24 soil samples obtained from the study area ranges from 1.63 g/cm 3 to 1.80 g/cm 3 . The values obtained from the results give us an indication of durable construction [36].…”
Section: Densitymentioning
confidence: 94%
See 2 more Smart Citations