Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ammavajjala Sesha Sai Raghuram"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 175:236-246
This paper presents heave and pullout studies of plain granular pile-anchors (GPAs) and geogrid-encased GPAs. Experiments were conducted in California bearing ratio (CBR) moulds and fabricated moulds of size 381 × 381 × 457 mm in expansive clays. T
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 9
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811972447
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e82e63ef27d6fe9fd92dd552d1667e5
https://doi.org/10.1007/978-981-19-7245-4_12
https://doi.org/10.1007/978-981-19-7245-4_12
Publikováno v:
Indian Geotechnical Journal.
Forensic Analysis of a Distressed RE Wall and Rigid Pavement in a Newly Constructed Highway Approach
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 8
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 173:237-248
Granular pile anchors (GPAs) are an innovative foundation technique developed for reducing the heave of expansive clay beds. Other engineering characteristics of expansive clay beds have also been found to improve through GPA reinforcement. This pape
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811656002
Natural sands usually consist of considerable fines content (FC) (various proportions of silt and/or clay), the presence of which significantly affects its structure and unsaturated behavior. Soil water characteristic curve (SWCC) is the primary and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5db40ba3376efdea1a40e20f0071c3a0
https://doi.org/10.1007/978-981-16-5601-9_14
https://doi.org/10.1007/978-981-16-5601-9_14
Publikováno v:
Journal of Materials in Civil Engineering. 33
A novel statistical framework was developed to quantify the variability of the fitting parameters of the soil–water characteristic curve (SWCC). Reliable estimation of the mean, standard de...
Publikováno v:
Journal of Materials in Civil Engineering. 32
An experimental investigation was carried out to evaluate the influence of fines content on the hysteretic behavior of water-retention characteristic curves (WRCCs) of reconstituted soil su...