Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Bitang ZHU"'
Publikováno v:
Chengshi guidao jiaotong yanjiu, Vol 27, Iss 2, Pp 100-106 (2024)
[Objective] Water-rich sandy stratum is a common geological formation encountered in metro shield tunnel excavation. Seepage may occur under the influence of water pressure differences inside and outside the soil chamber. Therefore, it is essential t
Externí odkaz:
https://doaj.org/article/2d85660608f34a0a8b4783b08267cf0b
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 2, p 208 (2024)
This paper presents a simplified design method for laterally loaded rigid monopiles in cohesionless soil. The proposed design method is based on a constant depth of the rotation point and a bi-linear distribution of soil lateral reaction along the em
Externí odkaz:
https://doaj.org/article/6dcc472c96ae43c7809c2eddc04c1b36
Evaluation of Longitudinal Equivalent Bending Stiffness of Shield Tunnel with Residual Jacking Force
Publikováno v:
Applied Sciences, Vol 13, Iss 13, p 7421 (2023)
Existing tunnels are often subject to longitudinal bending when undercrossing tunnelling. It is of significance to more accurately evaluate the longitudinal equivalent bending stiffness (LEBS) of the existing tunnel within the influential zone. A new
Externí odkaz:
https://doaj.org/article/270bdb629fe942f5a11a6daa6ad76652
Publikováno v:
Buildings, Vol 12, Iss 10, p 1524 (2022)
Retaining pile structure is commonly utilized in excavation maintenance design. In recent years, the long-short combined retaining piles have received more and more attention. According to the actual deep excavation engineering, the working mechanism
Externí odkaz:
https://doaj.org/article/e8c63d677eb141f4afa5e097d020ec2b
Evaluation of Longitudinal Equivalent Bending Stiffness of Shield Tunnel with Residual Jacking Force
Publikováno v:
Applied Sciences; Volume 13; Issue 13; Pages: 7421
Existing tunnels are often subject to longitudinal bending when undercrossing tunnelling. It is of significance to more accurately evaluate the longitudinal equivalent bending stiffness (LEBS) of the existing tunnel within the influential zone. A new
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::0c9f67d3ce74685fbd8873fad77cb75d
Publikováno v:
Journal of Vibration Engineering & Technologies.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5d59c60c0adc0fd39e4835fc9ef352b
https://doi.org/10.1007/s42417-022-00699-2
https://doi.org/10.1007/s42417-022-00699-2
Publikováno v:
2nd International Conference on Internet of Things and Smart City (IoTSC 2022）.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cac6bd399da4f94ea3a3c5b4e228a92
https://doi.org/10.1117/12.2637031
https://doi.org/10.1117/12.2637031
Publikováno v:
International Journal of Geomechanics. 21
Rock bursts are disastrous when occurring during the construction of tunnels in a deep underground rock mass, and they occur under two key conditions: energy release from surrounding rocks...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9063158a9a027914e43bf3de372c820d
https://doi.org/10.1061/(asce)gm.1943-5622.0002135
https://doi.org/10.1061/(asce)gm.1943-5622.0002135
Publikováno v:
International Journal of Geomechanics. 21
This paper investigates the limiting force profile (LFP) for laterally loaded piles embedded in undrained clay. Based on the three- and two-dimensional finite-element limit analysis (FELA)...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::461598e333eb51cc46390801b079035f
https://doi.org/10.1061/(asce)gm.1943-5622.0002066
https://doi.org/10.1061/(asce)gm.1943-5622.0002066
Publikováno v:
Geofluids; 7/28/2022, p1-11, 11p, 1 Color Photograph, 7 Charts, 5 Graphs