Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Vijay K. Puri"'
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
The present study evaluates the liquefaction characteristics of Ottawa sand with polypropylene fiber using cyclic triaxial test. A series of stress-controlled cyclic triaxial tests were performed at 34.47 kPa (5 psi) effective confining pressure. Spe
Externí odkaz:
https://doaj.org/article/1a2a0f67410e4673983c4cca0e8c40ac
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
The present study evaluates the liquefaction characteristics of Ottawa sand with polypropylene fiber using cyclic triaxial test. A series of stress-controlled cyclic triaxial tests were performed at 34.47 kPa (5 psi) effective confining pressure. Spe
Publikováno v:
Geo-Congress 2019.
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 5
This paper presents the results of effects of non-plastic fines (Class F fly ash) on liquefaction behavior of Ottawa sand. Stress-controlled cyclic triaxial tests were performed on clean Ottawa sand, fly ash, and sand–fly ash mixtures containing 10
Publikováno v:
Materials for Sustainable Infrastructure ISBN: 9783319616322
The present study investigates the effect of natural aggregate (NA) and recycled concrete aggregate (RCA) in concrete mixture on Freeze-Thaw (F-T) durability. Freeze-thaw action is considered to be one of the most destructive actions that can cause s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::067d65fac82d7451575405eb664d58ac
https://doi.org/10.1007/978-3-319-61633-9_11
https://doi.org/10.1007/978-3-319-61633-9_11
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 2
The present paper investigates the effect of liquid polymer on the geotechnical properties of fine-grained soil. Commercially available liquid polymer (acrylic polymer) was used to stabilize natural Carbondale soil (Soil A) and commercially available
Autor:
Vijay K. Puri
Publikováno v:
Journal of Soil Contamination. 9:359-374
Contamination due to chemicals and oil spills can influence the engineering behavior of soils. The results of an investigation conducted to study the effects of oil contamination on compaction characteristics, shear strength, one-dimensional compress
Autor:
Braja M. Das, Vijay K. Puri
Publikováno v:
Geotechnical and Geological Engineering. 14:353-366
The dynamic active earth pressure on retaining structures due to seismic loading is commonly obtained by using the modified Coulomb's approach which is known as the Mononobe-Okabe method. This method has generally been used for cohesionless soils onl
Autor:
A K Sinha, I Metcalfe, J H Shergold, Z X Li, R G Coleman, N Dobretsov, Xiao Xuchang, A P Nutman, D Y Liu, A Kröner, Shamsher Prakash, Vijay K Puri, Andrew S Howard, Alan Forster, F G Theuri
Publikováno v:
Episodes. 16:442-452
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 30:711-714