Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Sunil Ranjan Mohapatra"'
Publikováno v:
Geomechanics and Geoengineering. 18:121-132
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811963582
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28679ba7cc09edb6073534b5b93c186a
https://doi.org/10.1007/978-981-19-6359-9_15
https://doi.org/10.1007/978-981-19-6359-9_15
Publikováno v:
Indian Geotechnical Journal. 51:137-153
Granular columns are commonly used to support flexible structures over soft clay soils. The installation of such columns increases both the strength and stiffness of the ground. However, constructing these columns in clay soils having low cohesive st
Autor:
Sunil Ranjan Mohapatra, K. Rajagopal
Publikováno v:
Geosynthetics International. 24:465-479
A systematic series of slope stability analyses were performed on embankments supported on soft clay soils treated with ordinary granular columns (OGCs) and geosynthetic encased granular columns (EGCs). The effect of various parameters such as the un
Publikováno v:
Geotextiles and Geomembranes. 45:131-141
In this paper, series of three-dimensional (3-d) numerical modeling of geosynthetic-encased granular columns were performed both in model and prototype scale using FLAC 3D software to understand the lateral load carrying capacity of ordinary and geos
Autor:
Soumyaranjan Mishra, Nithin Sudarsanan, Sunil Ranjan Mohapatra, K. Rajagopal, Retnamony G. Robinson
Publikováno v:
Geosynthetics International. :1-15
This paper presents a simple, cost effective and reliable image processing technique for deformation measurement in geotextiles during wide width tensile strength tests. Localised strains are likely to be generated in the geotextiles due to productio
Publikováno v:
Geotextiles and Geomembranes. 44:396-405
The behaviour of geosynthetic-encased granular columns (EGC) under vertical loads is reasonably well understood. To date, very little research has been done to understand the behaviour of EGCs subjected to lateral loads. The main objective of this pa
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811308987
In this paper, an attempt is made to analyse the dilative behaviour of dense sand at two different sizes of the direct shear box, i.e., small (60 mm × 60 mm × 30 mm) and large (305 mm × 305 mm × 140 mm). A three-dimensional numerical model is dev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b75e4373d75d67259468438ea8cf13f8
https://doi.org/10.1007/978-981-13-0899-4_14
https://doi.org/10.1007/978-981-13-0899-4_14
Publikováno v:
Journal of Materials in Civil Engineering. 30
Reflective cracking is a major phenomenon leading to premature failure of fresh asphalt overlays. Application of a geosynthetic interlayer system to retard reflective crack propagation is a...
Autor:
K. Rajagopal, Sunil Ranjan Mohapatra
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:2292-2295