Zobrazeno 1 - 10
of 10
pro vyhledávání: '"XiuShao Zhao"'
Autor:
Yufeng Shi, Zhaoyang Chen, Duqiang Wei, Tao Zhang, Xuming Zhou, Xiushao Zhao, Junhao Hu, Yuhang Zhou
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The existence of cavities behind the shield tunnel lining can cause cracking, broken pieces, water leakage, and other problems, which reduces the durability and safety of the shield tunnel segment structure. In order to clarify the mechanism of cavit
Externí odkaz:
https://doaj.org/article/eeafbb7835394de3b6be47f7753d52a2
Publikováno v:
Journal of Renewable Materials. 10:1287-1305
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::120a65b1f4502358c6f3f9acd593a0d6
https://doi.org/10.32604/jrm.2022.017473
https://doi.org/10.32604/jrm.2022.017473
Publikováno v:
Minerals; Volume 13; Issue 1; Pages: 32
The bearing capacity of the phyllite soil subgrade can be greatly improved by red clay, but the water stability of the modified soil is still poor. Hence, the blended soil has been found to be unsuitable for the construction of high-speed railways. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9da1602c40cf8c884d48ba4f9db93852
Publikováno v:
Road Materials and Pavement Design. 22:2571-2590
This study presents the results of a systematic investigation on enhancing the shear strength and bearing capacity of subgrade fill by blending the completely weathered phyllite (CWP) with locally ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f198478bd46118b98bc2a669f7ee368
https://doi.org/10.1080/14680629.2020.1773906
https://doi.org/10.1080/14680629.2020.1773906
An interpolating element-free Galerkin scaled boundary method applied to structural dynamic analysis
Publikováno v:
Applied Mathematical Modelling. 75:494-505
An efficient semi-analytical method, namely the interpolating element-free Galerkin scaled boundary method (IEFG-SBM) is developed for structural dynamic analysis in this paper, which is based on boundary scattered nodes with no need of element conne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b5be1244c010b93af58e0954ccd9564
https://doi.org/10.1016/j.apm.2019.05.041
https://doi.org/10.1016/j.apm.2019.05.041
Publikováno v:
Sustainability, Vol 11, Iss 19, p 5397 (2019)
Sustainability
Volume 11
Issue 19
Sustainability
Volume 11
Issue 19
Loess is a typical collapsible soil, which is widely distributed in the upper and middle areas around the Yellow River of China. The stabilization of loess with lime provides a significant improvement in the physical and the mechanical characteristic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::571cdbc8bcc549855f1a084f0a37efea
https://www.mdpi.com/2071-1050/11/19/5397
https://www.mdpi.com/2071-1050/11/19/5397
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 638:012078
When the bearing capacity of the transition section of the subgrade is insufficient, reinforcement is needed to ensure the normal operation of the railway. The traditional method of judging whether the bearing capacity of the subgrade meets the requi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dda6927549419283088f5e1ceb0fec71
https://doi.org/10.1088/1755-1315/638/1/012078
https://doi.org/10.1088/1755-1315/638/1/012078
Publikováno v:
Journal of Physics: Conference Series. 1637:012033
Phyllite soil has low bearing capacity and can not meet the mechanical properties of subgrade, so it is proposed to use special soil (red clay) to reinforce and improve phyllite soil. The shear strength indexes of unsaturated and saturated mixed soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b4d83a916b1dcba2ba0237f4cd6a150
https://doi.org/10.1088/1742-6596/1637/1/012033
https://doi.org/10.1088/1742-6596/1637/1/012033
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 560:012088
Fissure density is an important evaluation indicator of the degree of fissure development for fissure soils, which is not easily measured by traditional methods. A new statistical method based on Visual Basic programming was proposed to calculate fis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e95595d9c42bf37d593b3db6d254c470
https://doi.org/10.1088/1755-1315/560/1/012088
https://doi.org/10.1088/1755-1315/560/1/012088
Publikováno v:
2015 Seventh International Conference on Measuring Technology & Mechatronics Automation; 2015, p1283-1286, 4p