Force Analysis of Inclined Asphalt Concrete Wall Rockfill Dam Structure

2011 ◽  
Vol 391-392 ◽  
pp. 724-727
Author(s):  
Li Xin Han
Keyword(s):  
Asphalt Concrete ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Construction Process ◽  
Force Analysis ◽  
Distribution Law ◽  
Concrete Wall ◽  
Operational Process ◽  
Rockfill Dam ◽  
Reservoir Construction

Through analyzing inclined asphalt concrete wall rockfill dam structure’s mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out simulation analysis for inclined asphalt concrete wall rockfill dam of Mobankeng reservoir. Deducing distribution law of the dam’s stress and displacement in construction process and operational process. Analysis results show that, inclined asphalt concrete wall rockfill dam of Mobankeng reservoir construction is reasonable, it meets the requirements for design.

Force Analysis for Asphalt Concrete Inclined Wall Rockfill Dam of Zhengcha Reservoir

2014 ◽  
Vol 488-489 ◽  
pp. 597-600
Author(s):  
Xiang Zan Xie
Keyword(s):  
Asphalt Concrete ◽  
Mechanical Characteristics ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Construction Process ◽  
Force Analysis ◽  
Distribution Law ◽  
Rockfill Dam ◽  
Operating Process ◽  
Reservoir Construction

Through analyzing asphalt concrete inclined wall rockfill dam structures mechanical characteristics in construction process and operating process, this paper adopts finite element method to carry out simulation analysis for asphalt concrete inclined wall rockfill dam of Zhengcha reservoir. Deducing distribution law of the dams stress and displacement in construction process and operating process. Analysis results show that, asphalt concrete inclined wall rockfill dam of Zhengcha reservoir construction is reasonable, it meets the requirements for design.

Application of Finite Element Method for Dry Masonry Overflow Dam Analysis

2013 ◽  
Vol 394 ◽  
pp. 332-335
Author(s):  
Min Tan
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Mechanical Characteristics ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Construction Process ◽  
Distribution Law ◽  
Operational Process ◽  
Reservoir Construction ◽  
Element Method

Through analyzing dry masonry overflow dam structures mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out simulation analysis for dry masonry overflow dam of Daxilong reservoir. Deducing distribution law of the dams stress and displacement in construction process and operational process. Analysis results show that, dry masonry overflow dam of Daxilong reservoir construction is reasonable, it meets the requirements for design.

Three-Dimensional Finite Element Force Analysis for Rockfill Dam of Changjiakeng Reservoir

2013 ◽  
Vol 804 ◽  
pp. 311-315
Author(s):  
Ke Ding Liu
Keyword(s):  
Finite Element ◽  
Process Analysis ◽  
Three Dimensional ◽  
Construction Process ◽  
Force Analysis ◽  
Distribution Law ◽  
Operational Process ◽  
Rockfill Dam ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element

Through analyzing rockfill dam structures mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out structural analysis for rockfill dam of Changjiakeng reservoir. Deducing distribution law of the dams stress and displacement in construction process and operational process. Analysis results show that, rockfill dam construction of Changjiakeng reservoir is reasonable, it meets the requirements for design. The analysis results provide a certain reference for design and construction of rockfill dam structure.

Structural Analysis for Bitumen Residuum Concrete Inclined Wall Rockfill Dam of Fengguo Reservoir

2013 ◽  
Vol 394 ◽  
pp. 385-389
Author(s):  
Dongy Yu Ji
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Structural Analysis ◽  
Mechanical Characteristics ◽  
Process Analysis ◽  
Dam Construction ◽  
Construction Process ◽  
Distribution Law ◽  
Operational Process ◽  
Rockfill Dam

Through analyzing bitumen residuum concrete inclined wall rockfill dam structures mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out structural analysis for bitumen residuum concrete inclined wall rockfill dam of Fengguo reservoir. Deducing distribution law of the dams stress and displacement in construction process and operational process. Analysis results show that, bitumen residuum concrete inclined wall rockfill dam construction of Fengguo reservoir is reasonable, it meets the requirements for design.

Force Analysis of Wire Mesh Concrete U-Shaped Aqueduct

2013 ◽  
Vol 804 ◽  
pp. 325-328
Author(s):  
Xiang Zan Xie
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Simulation Analysis ◽  
Structure Design ◽  
Wire Mesh ◽  
Construction Process ◽  
Force Analysis ◽  
Operational Process ◽  
Design Scheme ◽  
Scheme Analysis

This paper adopts finite element method to carry out simulation analysis for Bachimen wire mesh concrete U-shaped aqueduct. Deducing variation law of the aqueducts stress and displacement in construction process and operational process, researching the rationality of aqueduct structure design scheme. Analysis results show that, Bachimen wire mesh concrete aqueduct structure is reasonable, force of aqueduct structure is explicit, it meets the requirements for design. The research results provide a certain reference for design of wire mesh concrete U-shaped aqueduct structure.

Simulation Analysis of Meiliao Trench-Buried Inverted Siphon

2013 ◽  
Vol 394 ◽  
pp. 340-344
Author(s):  
Ke Ding Liu
Keyword(s):  
Finite Element ◽  
Simulation Analysis ◽  
Finite Element Calculation ◽  
Construction Process ◽  
Element Calculation ◽  
Force Analysis ◽  
Operational Process ◽  
Inverted Siphon ◽  
Calculation Results ◽  
Calculation Software

This paper adopts universal finite element calculation software to carry out force analysis for Meiliao trench-buried inverted siphon,computer is applied in analysis of trench-buried inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operational process. The calculation results further shown design schemes rationality and safety. Analysis results show that, force of Meiliao trench-buried inverted siphon structure is explicit, it meets the requirements for design.

Finite Element Simulation Analysis of Separate Overpass Structure

2014 ◽  
Vol 716-717 ◽  
pp. 448-451
Author(s):  
Yue Liang Liu
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Three Dimensional ◽  
Construction Process ◽  
Operating Process ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element

Overpass is the important part of urban transportation infrastructure. This paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Longhai railway separate overpass. Researching variation law of the overpass’s stress and displacement in construction process and operating process. Analysis results show that, structure of Longhai railway separate overpass is reasonable, force of overpass structure is explicit, it meets the requirements for engineering.

Simulation Analysis Reinforced Concrete U-Shaped Aqueduct

2013 ◽  
Vol 394 ◽  
pp. 345-348
Author(s):  
Min Tan
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Simulation Analysis ◽  
Structure Design ◽  
Construction Process ◽  
Operational Process ◽  
Design Scheme ◽  
Scheme Analysis ◽  
Element Method

This paper adopts finite element method to carry out simulation analysis for Enzitan reinforced concrete U-shaped aqueduct. Deducing variation law of the aqueducts stress and displacement in construction process and operational process, researching the rationality of aqueduct structure design scheme. Analysis results show that, Enzitan reinforced concrete aqueduct structure is reasonable, force of aqueduct structure is explicit, it meets the requirements for design.

Simulative Analysis for Reinforced Concrete Face Rockfill Dam of Qianqiao Reservoir

2011 ◽  
Vol 295-297 ◽  
pp. 2413-2416
Author(s):  
Dong Yu Ji ◽  
Wen Liang Ma
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Construction Process ◽  
Operational Process ◽  
Rockfill Dam ◽  
Concrete Face ◽  
Concrete Face Rockfill Dam

In this paper, finite element simulative analysis is proceeded for reinforced concrete face rockfill dam of Qianqiao reservoir. Deducing variation law of the dam’s stress and displacement in construction process and operational process. The analytic results are shown：reinforced concrete face rockfill dam of Qianqiao reservoir is reasonable structure, and every index meets the requirements for design.

Finite Element Simulation Analysis for Gravity Wall Rockfill Dam of Gaozhai Reservoir with Engineering Mechanics

2013 ◽  
Vol 644 ◽  
pp. 362-365
Author(s):  
Ke Ding Liu
Keyword(s):  
Finite Element ◽  
Mechanical Characteristics ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Dam Construction ◽  
Rockfill Dam ◽  
Operating Process ◽  
Element Simulation ◽  
Distribution Laws ◽  
Engineering Mechanics

Through researching gravity wall rockfill dam structure’s mechanical characteristics in construction and operating process, this paper adopts finite element method to carry out simulation analysis for gravity wall rockfill dam of Gaozhai reservoir. Deducing distribution laws of the dam’s stress and displacement in construction and operating process. Analysis results show that, gravity wall rockfill dam construction of Gaozhai reservoir is reasonable, it meets the requirements for design.

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