Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313346125> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W4313346125 endingPage "400" @default.
- W4313346125 startingPage "392" @default.
- W4313346125 abstract "A sudden slope failure occurred in Manisa possibly due to the effect of water infiltration because of a slightly damaged sewage pipe. Considering that there was no other evidence such as rainfall or any loading conditions to trigger the slope failure, a laboratory investigation on the soil’s unsaturated hydro-mechanical properties was initiated. Slopes are naturally unsaturated soils, and they may lose their stability with increased saturation degrees with water infiltration. Thus, for a proper investigation, the unsaturated hydro-mechanical properties of soils should be determined. The results presented in this study are focused on determining the key parameters to evaluate the slope failure for unsaturated soil conditions. In this regard, hydraulic conductivity and suction characteristics and the shear strength parameters were determined as well as the classical geotechnical properties of the soil. Classification of soil was determined as silty sand which is known to have slight to moderate suction stresses and mostly affected suddenly by water infiltration. A flexible-wall permeability test was run with a falling head procedure and the saturated hydraulic conductivity of the soil sample was measured as 1x10-7 m/s. Suction characteristics were detected by filter paper method, besides, the soil water retention curve of the soil was constructed. The maximum matric suction of the soil was measured as 2887 kPa for an air-dried sample. Following, the shear strength parameters were measured by conventional direct shear test for both dry and soaked conditions. Finally, the friction angle due to suction was calculated to be 1.7 degrees from the results of dry and saturated shear strength parameters." @default.
- W4313346125 created "2023-01-06" @default.
- W4313346125 creator A5046262214 @default.
- W4313346125 creator A5059335498 @default.
- W4313346125 date "2022-12-31" @default.
- W4313346125 modified "2023-10-03" @default.
- W4313346125 title "Experimental Investigation of Hydro-Mechanical Soil Properties of a Slope Failure" @default.
- W4313346125 cites W1971616823 @default.
- W4313346125 cites W1996243241 @default.
- W4313346125 cites W2041166525 @default.
- W4313346125 cites W2072975664 @default.
- W4313346125 cites W2090019853 @default.
- W4313346125 cites W2115048921 @default.
- W4313346125 cites W2124955104 @default.
- W4313346125 cites W2157579738 @default.
- W4313346125 cites W2159263344 @default.
- W4313346125 cites W2162604832 @default.
- W4313346125 cites W2175658910 @default.
- W4313346125 cites W2462680002 @default.
- W4313346125 cites W2552396576 @default.
- W4313346125 cites W2594051367 @default.
- W4313346125 cites W2761096439 @default.
- W4313346125 cites W2767195774 @default.
- W4313346125 cites W2890037953 @default.
- W4313346125 cites W3217367550 @default.
- W4313346125 cites W4223637154 @default.
- W4313346125 doi "https://doi.org/10.54287/gujsa.1141808" @default.
- W4313346125 hasPublicationYear "2022" @default.
- W4313346125 type Work @default.
- W4313346125 citedByCount "0" @default.
- W4313346125 crossrefType "journal-article" @default.
- W4313346125 hasAuthorship W4313346125A5046262214 @default.
- W4313346125 hasAuthorship W4313346125A5059335498 @default.
- W4313346125 hasBestOaLocation W43133461251 @default.
- W4313346125 hasConcept C110069353 @default.
- W4313346125 hasConcept C114614502 @default.
- W4313346125 hasConcept C127313418 @default.
- W4313346125 hasConcept C127413603 @default.
- W4313346125 hasConcept C153400128 @default.
- W4313346125 hasConcept C159390177 @default.
- W4313346125 hasConcept C159750122 @default.
- W4313346125 hasConcept C159851900 @default.
- W4313346125 hasConcept C159985019 @default.
- W4313346125 hasConcept C187320778 @default.
- W4313346125 hasConcept C192562407 @default.
- W4313346125 hasConcept C23795335 @default.
- W4313346125 hasConcept C33923547 @default.
- W4313346125 hasConcept C63184880 @default.
- W4313346125 hasConcept C78519656 @default.
- W4313346125 hasConcept C9930424 @default.
- W4313346125 hasConceptScore W4313346125C110069353 @default.
- W4313346125 hasConceptScore W4313346125C114614502 @default.
- W4313346125 hasConceptScore W4313346125C127313418 @default.
- W4313346125 hasConceptScore W4313346125C127413603 @default.
- W4313346125 hasConceptScore W4313346125C153400128 @default.
- W4313346125 hasConceptScore W4313346125C159390177 @default.
- W4313346125 hasConceptScore W4313346125C159750122 @default.
- W4313346125 hasConceptScore W4313346125C159851900 @default.
- W4313346125 hasConceptScore W4313346125C159985019 @default.
- W4313346125 hasConceptScore W4313346125C187320778 @default.
- W4313346125 hasConceptScore W4313346125C192562407 @default.
- W4313346125 hasConceptScore W4313346125C23795335 @default.
- W4313346125 hasConceptScore W4313346125C33923547 @default.
- W4313346125 hasConceptScore W4313346125C63184880 @default.
- W4313346125 hasConceptScore W4313346125C78519656 @default.
- W4313346125 hasConceptScore W4313346125C9930424 @default.
- W4313346125 hasIssue "4" @default.
- W4313346125 hasLocation W43133461251 @default.
- W4313346125 hasLocation W43133461252 @default.
- W4313346125 hasOpenAccess W4313346125 @default.
- W4313346125 hasPrimaryLocation W43133461251 @default.
- W4313346125 hasRelatedWork W1545954219 @default.
- W4313346125 hasRelatedWork W1995006042 @default.
- W4313346125 hasRelatedWork W2055846798 @default.
- W4313346125 hasRelatedWork W2070145166 @default.
- W4313346125 hasRelatedWork W2349739194 @default.
- W4313346125 hasRelatedWork W2507117555 @default.
- W4313346125 hasRelatedWork W2605037714 @default.
- W4313346125 hasRelatedWork W2963686724 @default.
- W4313346125 hasRelatedWork W2979744573 @default.
- W4313346125 hasRelatedWork W4292544749 @default.
- W4313346125 hasVolume "9" @default.
- W4313346125 isParatext "false" @default.
- W4313346125 isRetracted "false" @default.
- W4313346125 workType "article" @default.