Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Jiunn-Shyang Chiou"'
Publikováno v:
Journal of GeoEngineering; Mar2024, Vol. 19 Issue 1, p1-16, 16p
Publikováno v:
Science progress. 105(3_suppl)
This study aimed to evaluate and improve the p– y curve method for use in the lateral analysis of flexible circular drilled shafts in cohesionless soils. Onsite circular drilled shaft lateral load test data from all over the world were collected, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4533d4dcd39fec9469e340990894cfc1
https://pubmed.ncbi.nlm.nih.gov/35866214
https://pubmed.ncbi.nlm.nih.gov/35866214
Autor:
Wun-Tao Wei, Jiunn-Shyang Chiou
Publikováno v:
Acta Geotechnica. 16:1867-1878
This study conducted parametric analyses to investigate the influence of structural loading (pile-head loading) on the development of negative skin friction in friction single piles and friction-end-bearing single piles in consolidating ground. Numer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f8e1a54cf5edc9d5e4dba87e22fb5b6
https://doi.org/10.1007/s11440-020-01134-0
https://doi.org/10.1007/s11440-020-01134-0
Autor:
Jia-Qi You, Jiunn-Shyang Chiou
Publikováno v:
Acta Geotechnica. 15:3151-3166
In this paper, we propose a three-dimensional finite element model that can simulate the caisson foundation behavior in gravelly soil. The soil model adopts a combination of the porous elastic model and the modified Drucker–Prager/Cap model for sim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9eef3beda4f100aa36d01e2b6182d88d
https://doi.org/10.1007/s11440-020-00979-9
https://doi.org/10.1007/s11440-020-00979-9
Autor:
Jiunn-Shyang Chiou, Jia-Qi You
Publikováno v:
Canadian Geotechnical Journal. 57:650-660
Group piles with a cap under lateral loading behave like fixed-head piles because of the rotational restraint of the pile cap. They are susceptible to flexural yielding at the pile head due to high bending strains. In addition to soil nonlinearity, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48ad6bb5a61bdda6c3692da033f9c651
https://doi.org/10.1139/cgj-2018-0593
https://doi.org/10.1139/cgj-2018-0593
Autor:
Jiunn-Shyang Chiou, Jing Ling Ng
Publikováno v:
Ocean Engineering. 266:112990
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b73ead8989817d2fe7cdc42aa09ffd1
https://doi.org/10.1016/j.oceaneng.2022.112990
https://doi.org/10.1016/j.oceaneng.2022.112990
Autor:
Jiunn-Shyang Chiou, Han-Yu Chien
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
This paper proposes analytical solutions and a normalized interaction diagram for the lateral responses of a rigid pile subjected to a combined horizontal force and moment. The analysis mod...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::becbb7575a0b579547ca6ad812f2e08c
https://doi.org/10.1061/(asce)gt.1943-5606.0002602
https://doi.org/10.1061/(asce)gt.1943-5606.0002602
Autor:
Jiunn-Shyang Chiou, Han-Yu Chien
Publikováno v:
Ocean Engineering. 261:111937
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6dfcf6dced9be2e2db0b407c3dabe40e
https://doi.org/10.1016/j.oceaneng.2022.111937
https://doi.org/10.1016/j.oceaneng.2022.111937
Autor:
Cheng-Chang Tsai, Jiunn-Shyang Chiou
Publikováno v:
Advances in Structural Engineering. 23:424-437
In this study, three in situ laterally loaded tests on bridge columns with caisson foundations in gravels were numerically explored. The three tests differed in the application position of lateral loads and the exposed length of the foundations. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c16e63375a390af67d25152ac4daa7bd
https://doi.org/10.1177/1369433219872441
https://doi.org/10.1177/1369433219872441
Autor:
Jiunn-Shyang Chiou
Publikováno v:
Journal of the Chinese Institute of Engineers. 42:632-642
This study develops a simplified method to evaluate the plastic settlement of non-ballasted slab rail-road track foundations on fine-grained soil. Instead of three-dimensional finite elemen...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e082620c1a3f48f6e1b8669e6c230c59
https://doi.org/10.1080/02533839.2019.1644201
https://doi.org/10.1080/02533839.2019.1644201