Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Riya Bhowmik"'
Publikováno v:
International Journal of Civil Engineering. 21:33-50
Publikováno v:
Geosynthetics International. 29:99-112
The seismic stability of geosynthetic structures incorporating soil-geomembrane interfaces depends largely on their response to dynamic loads caused by earthquakes or traffic. The present study investigates the dynamic shearing response of sand-smoot
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Landslides: Detection, Prediction and Monitoring ISBN: 9783031238581
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2fd886e7fe396a37b9a9d80566ae687
https://doi.org/10.1007/978-3-031-23859-8_9
https://doi.org/10.1007/978-3-031-23859-8_9
Autor:
Shreya Maheshwari, Riya Bhowmik
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811972447
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76163c1ff542f70f060733248dc83a98
https://doi.org/10.1007/978-981-19-7245-4_15
https://doi.org/10.1007/978-981-19-7245-4_15
Publikováno v:
Geotextiles and Geomembranes. 47:767-779
This paper presents the details of an experimental investigation using large-scale inclined pullout apparatus on sheet geosynthetic and geogrid embedded in run-out, I-type, and L-type anchors. The influence of the type of sand on the behaviour of the
Publikováno v:
Geosynthetics International. 26:515-524
Stability of geosynthetics along slopes in covers and liners of landfills depends partly on their tensile strength and partly on the efficiency of anchors holding the geosynthetics at berms or the top of the slope. The pull induced in these geosynthe
Publikováno v:
International Journal of Geomechanics. 20
Three-dimensional finite-element analyses of the inclined pullout behavior of geogrids embedded in three types of anchors (run-out, I-type, and L-type) are presented in this paper. The soi...
Publikováno v:
Geotextiles and Geomembranes. 46:52-65
This paper presents case study and failure analysis of an embankment enclosing a raw water reservoir at a coal-based thermal power plant. The embankments and the base of the reservoir were all lined with geomembrane. Major breaches occurred in the em
Autor:
Manojit Samanta, Riya Bhowmik
Publikováno v:
International Journal of Geotechnical Engineering. 13:474-483
The concept of composite piled raft foundation incorporates piles of different lengths and stiffness, where short columns of flexible materials improve the shallow soft soil and longer columns of r...