Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Arun Valsangkar"'
Publikováno v:
Journal of Pipeline Systems Engineering and Practice. 14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f40594b326e6b3adf6436ad04e1284a7
https://doi.org/10.1061/jpsea2.pseng-1423
https://doi.org/10.1061/jpsea2.pseng-1423
Publikováno v:
International Journal of Geomechanics. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81f3063457121ad944d49871cfff1d6b
https://doi.org/10.1061/ijgnai.gmeng-8696
https://doi.org/10.1061/ijgnai.gmeng-8696
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-18
The bounce and penetrometer resistance (PR) of a cricket pitch for three different crack-control conditions was investigated. In total, 15 miniature cricket pitches were prepared using the conventional procedure, natural grass roots and geotextile ro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d1ececf701c5f13a3fcb8daab81865c
https://doi.org/10.1680/jgeen.21.00008a
https://doi.org/10.1680/jgeen.21.00008a
Publikováno v:
Canadian Geotechnical Journal. 59:203-224
Full-scale experimental case studies have shown that the induced trench construction method effectively reduces the vertical earth load that is exerted on culverts installed beneath high embankments. Induced trench culverts are traditionally designed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f30117135fbe73c5db84538da49c7332
https://doi.org/10.1139/cgj-2020-0333
https://doi.org/10.1139/cgj-2020-0333
Publikováno v:
International Journal of Geomechanics. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c15c842dfdd619cce92c04f1b3cf285b
https://doi.org/10.1061/(asce)gm.1943-5622.0002369
https://doi.org/10.1061/(asce)gm.1943-5622.0002369
Publikováno v:
Canadian Geotechnical Journal. 57:1388-1403
When culverts are installed beneath high embankments, earth loads become excessive and the induced trench construction method is a viable design option to reduce the culvert loads to acceptable levels. However, limited field studies evaluating the pe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b448f6d1654ef17b847b02f7cdeb7325
https://doi.org/10.1139/cgj-2019-0560
https://doi.org/10.1139/cgj-2019-0560
Publikováno v:
Practice Periodical on Structural Design and Construction. 25
Tapered piles are used in place of cylindrical piles for their improved geotechnical performance. When tapered piles are subjected to axial dynamic loading, as is the case with machine foun...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7de369282d03e753cf32f41055e3f85d
https://doi.org/10.1061/(asce)sc.1943-5576.0000467
https://doi.org/10.1061/(asce)sc.1943-5576.0000467
Publikováno v:
Practice Periodical on Structural Design and Construction. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d87fd48e03ebac413ba44629b3f6544
https://doi.org/10.1061/(asce)sc.1943-5576.0000384
https://doi.org/10.1061/(asce)sc.1943-5576.0000384
Publikováno v:
International Journal of Geomechanics. 18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::deaeb74fd2c908665386520e8e45f88d
https://doi.org/10.1061/(asce)gm.1943-5622.0001185
https://doi.org/10.1061/(asce)gm.1943-5622.0001185
Publikováno v:
Practice Periodical on Structural Design and Construction. 22
Practicing engineers generally obtain stiffness and damping coefficients for dynamic design of pile foundations from design charts. The design charts require multiple interpolations and produce approximate frequency-independent coefficients. Explicit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a827e66f64381464cf38badee6be2767
https://doi.org/10.1061/(asce)sc.1943-5576.0000311
https://doi.org/10.1061/(asce)sc.1943-5576.0000311