Zobrazeno 1 - 10
of 258
pro vyhledávání: '"Cumaraswamy Vipulanandan"'
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 34, Iss 3, Pp 217-229 (2022)
The currently in use fluid loss model (American Petroleum Institute (API)) was developed using the Darcy relationship and assuming that there is no changes in the permeability, solid content in the filter cake and filter cake thickness during the 30
Externí odkaz:
https://doaj.org/article/19127088a9ac49249d577621ff25930f
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 22, Iss 3, Pp 979-989 (2019)
The behavior of filter cake formation has been investigated using new seepage-consolidation concept. This study is focused on the precious measurement of the fluid loss that affects several applications such as the interaction between the concrete an
Externí odkaz:
https://doaj.org/article/322ecf4076af45ae913e682eced0fd53
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 3, Pp 543-550 (2017)
The characterization of ultra-soft clayey soil exhibits extreme challenges due to low shear strength of such material. Hence, inspecting the non-destructive electrical impedance behavior of untreated and treated ultra-soft clayey soils gains more att
Externí odkaz:
https://doaj.org/article/b07f910918c541879552e5b11fe449ec
Publikováno v:
Sustainability; Volume 15; Issue 12; Pages: 9566
This study aimed to analyze the outcomes of stress intensity factor (KI) and new bond strength tests of oil well cement (class H) with a water-to-cement ratio (w/c) of 0.38. Mechanical properties of the cement paste, such as the compressive and flexu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::0e14ef52dcd5c0a55a40b117d538e94b
Publikováno v:
Journal of King Saud University - Engineering Sciences. 34:217-229
The currently in use fluid loss model (American Petroleum Institute (API)) was developed using the Darcy relationship and assuming that there is no changes in the permeability, solid content in the filter cake and filter cake thickness during the 30
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1be540d3e291fc92e51b4f9b2712dd98
https://doi.org/10.1016/j.jksues.2020.10.002
https://doi.org/10.1016/j.jksues.2020.10.002
Publikováno v:
Geomechanics and Geoengineering. 17:1905-1922
According to experimental data results, both inherent anisotropy and loading direction significantly impact geomaterial failures. Clay soils are commonly encountered in many types of on the ground ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2729310cf2843c4981ab78938b232e5e
https://doi.org/10.1080/17486025.2021.1980620
https://doi.org/10.1080/17486025.2021.1980620
Publikováno v:
Geotechnical and Geological Engineering. 39:3047-3063
With the growth in construction along the coastal regions, ports and offshore deepwater sea beds, ultra soft clay soils are encountered and are affecting the performance of the pipelines and other anchor systems placed in it. In this study, untreated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3190cb69f335f5bad835a133fb34a471
https://doi.org/10.1007/s10706-021-01677-3
https://doi.org/10.1007/s10706-021-01677-3
Publikováno v:
Journal of Intelligent Material Systems and Structures. 31:1477-1494
The artificial ground freezing is an important technique for soft soil reinforcement and underground water sealing carried out by continuously refrigerating ground. It is of great significance to monitor the soil strength development in artificial gr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f6ea0e76447858189efbd69eee4dc0f
https://doi.org/10.1177/1045389x20919973
https://doi.org/10.1177/1045389x20919973
Publikováno v:
Geotechnical and Geological Engineering. 38:5589-5602
In this study, the effects of a water soluble acrylamide polymer solution (PS) treatment on the index properties, compacted properties, free swelling, stress–strain relationship and compressive strength of an expansive CH soil obtained from the fie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b78f5d720ebcda0c040ab27da87d03b5
https://doi.org/10.1007/s10706-020-01387-2
https://doi.org/10.1007/s10706-020-01387-2
