Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Siva Ram Karumanchi"'
Publikováno v:
Indian Geotechnical Journal. 53:686-697
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25ba108797771745ece402c5f6ed9859
https://doi.org/10.1007/s40098-022-00707-y
https://doi.org/10.1007/s40098-022-00707-y
Publikováno v:
Measurement + Control, Vol 52 (2019)
This paper studies the behaviour of circular tunnel subjected to dynamic excitation. Tunnels with three different diameters were selected to perform the shake table test at three different covers. The dry sandy soil was used for testing. The mechanic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f10f39715642389125639d689dc9972f
https://doi.org/10.1177/0020294019847705
https://doi.org/10.1177/0020294019847705
Publikováno v:
Road Materials and Pavement Design. 21:1274-1292
Structural stability of the pavements is affected by shrinkage and swelling behaviour of expansive soil. Thus, determination of swelling (viz., Free swell index, swelling potential and swelling pre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a01984a66b47e957e63020028059eb1
https://doi.org/10.1080/14680629.2018.1547657
https://doi.org/10.1080/14680629.2018.1547657
Publikováno v:
Engineering Failure Analysis. 93:44-54
This paper studies the seismic behaviour of tunnels that are damaged during aftershocks. The tunnels were made from three different materials that had different flexural rigidity. An undamaged tunnel was constructed out of one material, while the dam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b11cd166853f0c882c88694461a4fd8
https://doi.org/10.1016/j.engfailanal.2018.06.028
https://doi.org/10.1016/j.engfailanal.2018.06.028
Autor:
Siva Ram Karumanchi, A. Mandal
Publikováno v:
European Journal of Environmental and Civil Engineering. 24:1785-1801
Moisture variations during drying process affect the shrinkage and swelling characteristics of unsaturated soil. It is important to study the complex behaviour of unsaturated soil during drying pro...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a31868c4dab26f3b32147832e83a7193
https://doi.org/10.1080/19648189.2018.1486737
https://doi.org/10.1080/19648189.2018.1486737
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811367120
Expansive subgrades have long been recognised as problematic as they undergo considerable amount of volume changes due to moisture content fluctuations causing considerable distress to the pavement section above it thus making it important to estimat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::debc220a8166a8108deb36ad99ab22f6
https://doi.org/10.1007/978-981-13-6713-7_54
https://doi.org/10.1007/978-981-13-6713-7_54
