Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Xinqun Gao"'
Publikováno v:
Frontiers in Physics, Vol 9 (2021)
The bearing capacity, stability, and durability of subgrade are affected by the compaction quality of fillers to a large extent. In this study, samples of graded coarse-grained fillers with different rock block contents were designed and prepared wit
Externí odkaz:
https://doaj.org/article/68c8f9d18f6a4e74baf1ad13763109cb
Empirical Formulas of Shear Modulus and Damping Ratio for Geopolymer-Stabilized Coarse-Grained Soils
Publikováno v:
Frontiers in Physics, Vol 9 (2021)
The contribution of gravel fraction on the maximum shear modulus (Gmax), dynamic shear modulus ratio (G/Gmax), and damping ratio (λ) of cementitious coarse-grained soils has not been fully understood yet. Large-scale triaxial cyclic tests for geopol
Externí odkaz:
https://doaj.org/article/0eccd99b081b450eb1410fc2339a3bbe
Publikováno v:
Frontiers in Physics, Vol 9 (2021)
The volume fraction of rock blocks plays a particularly significant role in static/dynamic shear behaviors of soil–rock mixtures (SRM). Large-scale cyclic triaxial tests for SRM with different volumetric block proportions (VBPs) were performed at d
Externí odkaz:
https://doaj.org/article/76073ddd963c4b9f91345037c43f9002
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e56ed168d0182ef2b9586127fd5e069
https://doi.org/10.1007/s10064-022-02734-8
https://doi.org/10.1007/s10064-022-02734-8
Publikováno v:
Frontiers in Physics, Vol 9 (2021)
The bearing capacity, stability, and durability of subgrade are affected by the compaction quality of fillers to a large extent. In this study, samples of graded coarse-grained fillers with different rock block contents were designed and prepared wit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a4c8c3589136fefee8865000e966d330
https://doi.org/10.3389/fphy.2021.782966
https://doi.org/10.3389/fphy.2021.782966
Publikováno v:
Engineering Geology. 278:105850
It is well known that the volumetric block proportion (VBP), to a large extent, dominates the mechanical properties of the soil-rock mixture (S-RM). In this study, random convex polyhedrons were applied for simulating rock blocks. Random structural m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b927aa5b1bd42e0fda3a6fee269b601e
https://doi.org/10.1016/j.enggeo.2020.105850
https://doi.org/10.1016/j.enggeo.2020.105850
Autor:
Hai-yan, Jiang1 (AUTHOR), Sheng-nian, Wang1,2 (AUTHOR) shengnian.wang@njtech.edu.cn, Xinqun, Gao3 (AUTHOR), Zhi-jian, Wu2 (AUTHOR), Mingwei, Li2 (AUTHOR), Leilei, Gu4 (AUTHOR)
Publikováno v:
Computers & Geotechnics. Jan2025:Part A, Vol. 177, pN.PAG-N.PAG. 1p.