Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Suman Hazari"'
Publikováno v:
International Journal of Geo-Engineering, Vol 11, Iss 1, Pp 1-24 (2020)
Abstract This paper presents the solution of c-φ soil slope stability problem using the pseudo-dynamic method assuming the log-spiral failure mechanism. The vertical slice analysis methodology is introduced to analyze the stability of the slope unde
Externí odkaz:
https://doaj.org/article/3891ec4b06c948299d88a2684b445854
Publikováno v:
Australian Journal of Civil Engineering. 20:399-423
A methodology for the analysis of soil slope made up of c-ϕ soil using a modified pseudo-dynamic approach is tried to develop here. In this study, the slope is divided into a number of vertical sli...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1097efbacec7ed5dae783de3f1fbfc24
https://doi.org/10.1080/14488353.2021.1995131
https://doi.org/10.1080/14488353.2021.1995131
Publikováno v:
Transportation Infrastructure Geotechnology. 9:272-301
Available literature reveals that the use of truncated pile would be a good solution to increase the stability of slope which is introduced to date for homogeneous soil. Here an attempt is made to perform both experimental and numerical studies intro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2edca982b52636831ff8ddcec57e3225
https://doi.org/10.1007/s40515-021-00174-7
https://doi.org/10.1007/s40515-021-00174-7
Publikováno v:
Geomechanics and Geoengineering. 17:959-979
Stability analysis of earth slope is important for the design of slopes in earthquake-prone areas. This paper presents a seismic analysis of c-ϕ soil slope considering the effect of the Rayleigh wa...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53ac9d797bc9d5183def7483bcbc654f
https://doi.org/10.1080/17486025.2021.1903095
https://doi.org/10.1080/17486025.2021.1903095
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Publikováno v:
Frontiers of Structural and Civil Engineering. 14:1492-1508
Natural slopes consist of non-homogeneous soil profiles with distinct characteristics from slopes made of homogeneous soil. In this study, the limit equilibrium modified pseudo-dynamic method is used to analyze the stability of two-layered c-ϕ soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a9904048493803d9e73f9a6cdf8dccc
https://doi.org/10.1007/s11709-020-0679-3
https://doi.org/10.1007/s11709-020-0679-3
Publikováno v:
Geotechnical and Geological Engineering. 38:2573-2589
Determination of the stability of soil slope under earthquake loading condition is one of the major parts of concern for Civil Engineer. The Swedish Circle method or the method of slices is used for determining the stability of the earth slope of c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e63d8eddd926be0565c998a393b8497
https://doi.org/10.1007/s10706-019-01170-y
https://doi.org/10.1007/s10706-019-01170-y
Publikováno v:
Journal of Gastrointestinal and Abdominal Radiology, Vol 07, Iss 02, Pp 156-167 (2024)
Background Injuries involving substantial bleeding, frequently encountered in victims of road traffic accidents, pose a significant risk to mortality. For abdominal trauma cases, accurately assessing internal bleeding and hematomas becomes crucial. D
Externí odkaz:
https://doaj.org/article/911acc20dbb94261bbff7e0046060845
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811618307
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30e77f116be40d809c32bbac4dbd9fd7
https://doi.org/10.1007/978-981-16-1831-4_57
https://doi.org/10.1007/978-981-16-1831-4_57
Publikováno v:
International Journal of Civil Engineering. 18:215-229
This paper presents both experimental and numerical study on a slope made up of c-ϕ soil. The effect of different reinforcements such as geotextile and geogrid are also studied in both cases. Small shaking table tests are conducted on the model slop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6414bcfeaa9353b270bc5b8d96c687f0
https://doi.org/10.1007/s40999-019-00439-w
https://doi.org/10.1007/s40999-019-00439-w
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811562327
The stability of the earth slope during seismic loading conditions is an important topic in the geotechnical engineering field. Several researchers reported stability analysis of slope under static and seismic loading conditions. This paper represent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8174d3abb0e975c2c6b4985b180607eb
https://doi.org/10.1007/978-981-15-6233-4_2
https://doi.org/10.1007/978-981-15-6233-4_2