Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Diptesh Chanda"'
Publikováno v:
Geomechanics and Geoengineering. :1-25
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8cf9cdc32962bc525d1636941a91d768
https://doi.org/10.1080/17486025.2022.2048092
https://doi.org/10.1080/17486025.2022.2048092
Publikováno v:
Structures. 33:1775-1788
Ever-increasing scarcity of land and demand for high-rise structures has significantly contributed to the use of combined piled raft foundations (CPRF) in soft ground. However, utility, design constraints and aesthetic considerations bring asymmetry
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bd558f6cd0cd4ad44c1c012c276ac76
https://doi.org/10.1016/j.istruc.2021.05.045
https://doi.org/10.1016/j.istruc.2021.05.045
Publikováno v:
Soil Dynamics and Earthquake Engineering. 169:107869
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c88e3a29c8bd0bf64f6d580173bc9d1
https://doi.org/10.1016/j.soildyn.2023.107869
https://doi.org/10.1016/j.soildyn.2023.107869
Publikováno v:
Structures. 28:905-922
Increasing demand for high-rise buildings and other important structures in urban areas and unfavorable land has resulted to opt for piled raft foundation by the designers. The present study is an attempt to investigate the seismic behavior of piled
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ace6b337332da68e60007dc626e24d1c
https://doi.org/10.1016/j.istruc.2020.09.024
https://doi.org/10.1016/j.istruc.2020.09.024
Publikováno v:
Innovative Infrastructure Solutions. 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0bc7a45d23320871925f7afe90b49b1
https://doi.org/10.1007/s41062-022-00778-z
https://doi.org/10.1007/s41062-022-00778-z
Publikováno v:
International Journal of Geomechanics. 21
Combined piled raft foundation (CPRF) is an effective solution for supporting high-rise constructions. The traditional design philosophy of CPRF does not consider the capacity of foundatio...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::238b21195d8dc789c22137147a7ff9ba
https://doi.org/10.1061/(asce)gm.1943-5622.0002023
https://doi.org/10.1061/(asce)gm.1943-5622.0002023
Influence of Inherent Soil Variability on Seismic Response of Structure Supported on Pile Foundation
Publikováno v:
Arabian Journal for Science and Engineering. 44:5009-5025
Traditional seismic design is limited to fixed base assumption of superstructure. Such perception proved to be misleading from the post facto analysis of different failure case studies. In addition, inherent variability of soil parameters may lead to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::268f26b769f77cc65e31fe775dbb354f
https://doi.org/10.1007/s13369-018-03699-1
https://doi.org/10.1007/s13369-018-03699-1
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813365636
Rocking behavior of foundation during seismic excitation was recognized as an influencing mode of vibration on the dynamic response of structural system. Past research presented impedance expression for shallow and pile foundation considering rocking
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f61febaeec15896f63852cd5468697e8
https://doi.org/10.1007/978-981-33-6564-3_27
https://doi.org/10.1007/978-981-33-6564-3_27
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560897
Piled raft foundation is a rational and economical solution for heavy and tall structures which are typically subjected to combined vertical, lateral and moment loadings. The interaction of lateral, vertical and moment load on piled raft foundation h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e4059f301a5139c60466bb695d4a66d
https://doi.org/10.1007/978-981-15-6090-3_22
https://doi.org/10.1007/978-981-15-6090-3_22
Publikováno v:
Ocean Engineering. 216:107596
A combined piled raft foundation (CPRF) is generally used for massive and tall structures. The conventional design of piled raft does not include the capacity of piled raft under combined lateral and vertical load. However, vertical (V), horizontal (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec1281f5d59649ac09c82cb443c89819
https://doi.org/10.1016/j.oceaneng.2020.107596
https://doi.org/10.1016/j.oceaneng.2020.107596