Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Tong Chun Li"'
Publikováno v:
Water Science and Engineering, Vol 4, Iss 3, Pp 329-344 (2011)
Soil undergoes both elastic and plastic deformations under different loading conditions. A relatively accurate constitutive model of soil behaviors should be capable of predicting the elastic and plastic deformations properly. Among a large number of
Externí odkaz:
https://doaj.org/article/51a542dcef494e329bbcba7e49a58706
Publikováno v:
Water Science and Engineering, Vol 3, Iss 2, Pp 233-240 (2010)
In this study, the limit state equation for tensile reliability analysis of the foundation surface of a gravity dam was established. The possible crack length was set as the action effect and allowable crack length was set as the resistance in the li
Externí odkaz:
https://doaj.org/article/f6bda0376bb74e4885cebc6f3c2b4f0e
Publikováno v:
Water Science and Engineering, Vol 2, Iss 3, Pp 78-86 (2009)
The single safety factor criteria for slope stability evaluation, derived from the rigid limit equilibrium method or finite element method (FEM), may not include some important information, especially for steep slopes with complex geological conditio
Externí odkaz:
https://doaj.org/article/9d4c4d73f8914098a1863fb1dcbb5d73
Publikováno v:
Water Science and Engineering, Vol 2, Iss 1, Pp 32-42 (2009)
Based on the general displacement method and the basic hypothesis of the trial load method, a new advanced trial load method, the general displacement arch-cantilever element method, was proposed to derive the transformation relation of displacements
Externí odkaz:
https://doaj.org/article/e1d83a2287ef45d2850caef8bae73afb
Publikováno v:
Water Science and Engineering, Vol 2, Iss 1, Pp 95-102 (2009)
With a focus on the intake tower of the Yanshan Reservoir, this paper discusses the method of modeling in the 3D CAD software SolidWorks and the interface processing between SolidWorks and the ANSYS code, which decreases the difficulty in modeling co
Externí odkaz:
https://doaj.org/article/506821ea702f47a2a741d5d55b1807e1
Publikováno v:
Water Science and Engineering, Vol 2, Iss 1, Pp 86-94 (2009)
A 3D finite element model of the Huaiyin third pumping station of the Eastern Route of the South-to-North Water Transfer is described in this paper. Two methods were used in the calculation and vibration analysis of the pumping station in both the ti
Externí odkaz:
https://doaj.org/article/dde5af448e71416a9a8f6bfaf319c413
Publikováno v:
Engineering Computations. 37:1531-1555
PurposeThe meshfree node-based smoothed point interpolation method (NS-PIM) is extended to the forward and inversion analysis of a high gravelly soil core rock-fill dam during construction periods.Design/methodology/approachAs one member of the meshf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a82e5ff5b7bdd942a0d375fe6353e1ca
https://doi.org/10.1108/ec-05-2019-0192
https://doi.org/10.1108/ec-05-2019-0192
Publikováno v:
Journal of Hydrodynamics. 27:242-247
With respect to the crest spillway with large unit discharge and low Froude number, the hydraulics of the slit-type energy dissipater at the outlet should be noticed due to the complicated flow regimes. In the present paper, some issues about hydraul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffefb5b495e2b63ecb369e6dc6dd4a07
https://doi.org/10.1016/s1001-6058(15)60478-4
https://doi.org/10.1016/s1001-6058(15)60478-4
Publikováno v:
Journal of Hydrodynamics. 27:159-162
In this paper, the behavior of the flow choking, including the critical and developing states, was experimentally investigated by means of five slit-type outlets, characterized by the outlet width, the contraction angle and the opening of the working
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d53fc1d4d571813067832d53867de762
https://doi.org/10.1016/s1001-6058(15)60468-1
https://doi.org/10.1016/s1001-6058(15)60468-1
Publikováno v:
DEStech Transactions on Engineering and Technology Research.
This paper focus on fluctuating pressure on a blocking gate. This blocking gate was setup in an ecological tunnel blow a gravity dam and finally failed. Considering the nearby air vent and jet flow behind the gate, we designed a physical model to col
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a41987e2dacca1628c5cb257d8ea659a
https://doi.org/10.12783/dtetr/icmeca2017/11927
https://doi.org/10.12783/dtetr/icmeca2017/11927