Zobrazeno 1 - 10
of 27
pro vyhledávání: '"soil rock composite stratum"'
Publikováno v:
Chengshi guidao jiaotong yanjiu, Vol 27, Iss 3, Pp 182-187 (2024)
[Objective] Excavation of foundation pit will cause deformation of surrounding strata and buildings , which affects construction progress and even causes engineering accidents in some degree. In order to ensure the stability and safety of deep large
Externí odkaz:
https://doaj.org/article/1491ecfbf9cc4f1fb5b20a8e26f3b9c9
Publikováno v:
Energy Reports, Vol 9, Iss , Pp 159-165 (2023)
Subway tunnel construction often crosses existing railways, and the soil loss caused by shield construction will inevitably lead to deformation of the surrounding strata and uneven settlement of the adjacent railway tracks, but there are few studies
Externí odkaz:
https://doaj.org/article/44e2e0866f0d48d08ac9b86a4a9380b4
Publikováno v:
Tehnički Vjesnik, Vol 30, Iss 4, Pp 1315-1325 (2023)
The stability and safety of metro deep foundation pit in the soil-rock composite stratum in the seasonally frozen area are the key issues in the design and construction of the foundation pit. In order to ensure the soil-rock composite stratum in the
Externí odkaz:
https://doaj.org/article/41094301be884f2da13037cbf69c335b
Publikováno v:
Applied Sciences, Vol 13, Iss 19, p 10820 (2023)
This study focuses on investigating the surface settlement characteristics induced by the construction of a super-large-diameter shield tunnel in composite strata. By utilizing a combination of field monitoring and numerical simulation analysis, the
Externí odkaz:
https://doaj.org/article/7100b2cb53a54839bea19b0ad40bb66c
Publikováno v:
Frontiers in Physics, Vol 9 (2022)
The deformation prediction of foundation pit is still an open issue in geotechnique engineering. This paper focuses on a new deformation prediction method of foundation pit in soil-rock composite stratum in Nanjing area. To do so, the field monitorin
Externí odkaz:
https://doaj.org/article/5ee0dd6889f14240be8518575d797bc4
Publikováno v:
Applied Sciences, Vol 12, Iss 24, p 12780 (2022)
Aiming at the features of deformation caused by large diameter vertical two-layer pipe jacking in the soil-rock composite stratum, on-site monitoring and numerical analysis has been done based on an electric power tunnel project constructed with the
Externí odkaz:
https://doaj.org/article/9475a8a2355646ea8342028e9a9476cc
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Publikováno v:
Tehnički vjesnik
Volume 30
Issue 4
Volume 30
Issue 4
The stability and safety of metro deep foundation pit in the soil-rock composite stratum in the seasonally frozen area are the key issues in the design and construction of the foundation pit. In order to ensure the soil-rock composite stratum in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______951::95e27cbf717ecc046171b4f973df44f8
https://hrcak.srce.hr/file/440483
https://hrcak.srce.hr/file/440483