Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Dehai Jin"'
Publikováno v:
Acta Geotechnica. 17:93-104
This paper aimed to investigate the potential capability of using 3D-printed particles to study the time-dependent behavior of a typical crushable granular material, i.e., rockfill. Different 3D printing techniques were compared, and gypsum powder an
Publikováno v:
Acta Geotechnica. 13:1313-1327
Rockfills have been extensively used in the construction of high-fill embankments and dams, which exhibit complex time-dependent behavior. This paper presents a rheological model to simulate the shear creep behavior of rockfills based on the classic
Publikováno v:
Engineering Structures. 153:354-369
Both centrifuge test and three-dimensional numerical simulation were performed to investigate the behaviour of a 1400-mm-diameter reinforced concrete pipeline with gasketed bell-and-spigot joints that was buried in various ground conditions under sur
Publikováno v:
Computers and Geotechnics. 115:103156
The long-term settlement of heavy-loaded shallow foundations on a high rockfill embankment was studied using a full-scale field creep test, in which four concrete platforms were constructed and loaded on the top of a 24-m-high rockfill embankment. Th
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783319971148
The response surface method (RSM) is introduced to identify the model parameters of a synthetic cross-section of high-fill foundations. Four different initial exploration regions are employed to show the robustness of the RSM. The results show that,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42ff79ade86584b9ca86045298e586d0
https://doi.org/10.1007/978-3-319-97115-5_37
https://doi.org/10.1007/978-3-319-97115-5_37
Autor:
Ming Xu1 mingxu@mail.tsinghua.edu.cn, Erxiang Song2 songex@mail.tsinghua.edu.cn, Dehai Jin3 jdhl4@mails.tsinghua.edu.cn
Publikováno v:
Geomechanics & Engineering (2005-307X). Nov2017, Vol. 13 Issue 5, p743-756. 14p.