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Journal Article 13

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2010 8

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suspension bridge 3

Taizhou Bridge 2

caisson 2

1g model test 1

FEM 1

air resistance 1

air suction 1

anchorage 1

assembly 1

assembly foundation 1

bottom sealilng construction technology for caisson 1

bridge construction 1

building information modeling technology 1

cable-stayed bridge 1

caisson foundation 1

caisson in water 1

composite structure 1

control index 1

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Resistance of large caisson in floating transport considering the influence of air

Junjie ZHENG, Zongzhe LI, Dongan ZHAO, Qiang MA, Rongjun ZHANG,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 331-338 doi: 10.1007/s11709-010-0085-3

Abstract: This paper deals with the floating resistance of super large caisson by numerical simulation, and theinfluence of air resistance on the caisson, which is often ignored by previous researchers, is consideredThe floating caisson of Taizhou Highway Bridge’s middle tower pier is investigated, and the softwarepackage FLUENT is used to simulate the floating process of large-scale rounded rectangular steel caisson, and the effect of air resistance on the safety of caisson should be paid sufficient attention to rather

Keywords: large-scale caisson     numerical simulation     hydraulic resistance     air resistance    

Model testing of tripod caisson foundations in silty clay subjected to eccentric lateral loads

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 3,   Pages 467-476 doi: 10.1007/s11709-023-0933-6

Abstract: In this study, model tests were conducted to investigate the bearing capacities of tripod caisson foundationssignificantly influenced the bearing capacity of the foundations, particularly for eccentric tripod caissonCompared with eccentric tripod caisson foundations, the traditional tripod foundation has a relativelyBy analyzing the displacement of the caissons, a formula for the rotational center of the tripod caissonThe depth of the rotation center was 0.68–0.92 times the height of the caisson when the bearing capacity

Keywords: tripod caisson foundation     silty clay     eccentric lateral capacity     model tests    

Bottom sealing construction technology for extralarge onland caisson

Du Hongchi and Yang Ning

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 19-22

Abstract: text-align: justify;">The total quantity of concrete exceeds 30 000 m3 for the north anchor caissonThis article presents the bottom sealing construction technology for the caisson of north anchor of Taizhou

Keywords: extra large on land caisson     bottom sealilng construction technology for caisson     Taizhou Bridge    

Construction technology in huge caisson on the ground

Qiu Qionghai,Lin Fan,Jiang Jianghua

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 14-20

Abstract: The south and north foundation of the anchorages are deep water caisson with rectangular plane size 67.9, fulfillment of concrete in the caisson etc, based on the conditions such as the thick overburden layerat the top of the caisson, the super dimension and the big sinking depth of the caisson.This article gives a brief introduction on construction technologies in huge caisson on the ground andcan be taken as a reference during the construction of the super scale caisson on the ground in the

Keywords: suspension bridge     anchorage     caisson     assembly     deep-well dewatering     foundation settlement     air suction    

Water dredging construction method of the super scale caisson

Xia Guoxing,Du Hongchi

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 25-28

Abstract: This paper introduced the water dredging construction method of the super scale caisson based on the

Keywords: super scale caisson     water dredging construction    

Security monitoring technology of the caisson foundation of anchorage in construction

Feng Zhaoxiang,Wang Jinguo,Wang Jian

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 68-72

Abstract: text-align: justify;">Aiming at the structure features and construction methods for the south anchor caisson

Keywords: caisson     control index     well sinking     sidewall earth pressure    

Research on the depth effect of caisson foundation south anchorage of Taizhou Bridge

Pan Hui,Shao Guojian and Hu Feng

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 62-65

Abstract: Because the embedded depth of caisson foundation south anchorage of Taizhou Bridge is 42 m, FEM(finiteelement method) is utilized to research the depth effect of the caisson foundation in the stability

Keywords: gravity anchorage     caisson foundation     depth effect     FEM    

Foundation design of large-scale and deep water caisson

Lu Qinfeng,Zhao Douhuan,Yang Jin

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 9-13

Abstract: proposals are studied for the foundation type of the middle tower, especially the comparison between caissonThe caisson foundation is adopted because of its concise structural behavior, larger rigidity and simpler's dimension is 58 m×44 m with four circle chambers at corners, the total depth of the caissonThe bottom segment of the caisson adopts concrete caisson with steel hull, and its upper segment adoptsThe design of the caisson foundation will provided good experience for the future similar projects.

Keywords: Taizhou Bridge     large-scale and deep water caisson     foundation design    

Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0957-y

Abstract: A novel anchorage for long-span suspension bridges, called pile-caisson composite structures, was recentlyThis study aims to investigate the displacement and force behavior of piles in a pile-caisson compositecomposite structure, and distribution of soil layers on the performance of the pile-caisson compositethe displacements and improving the stability of the pile-caisson composite structure.composite structure, especially the soil layer around the caisson.

Keywords: composite structure     piles     foundation     suspension bridge     1g model test     finite-element analysis    

The processing and precision control of large thinwall steel caisson

Peng Wu,Lin Fan,Zhao Qiang,Ma Jianle

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 21-24

Abstract: ">It was discussed the proper choice for processing and welding technology of large thin-wall steel caissonAccording to the caisson's characteristics of large size and thin wall, reasonable welding and assemblycontrol precision in the processes of fabricating and assembling pieces of each unit and the whole caisson

Keywords: large thin-walled     steel caisson     processing     precision control    

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 4-8

Abstract: The foundation of the middle tower is the deepest caisson in the earth under water.three-tower suspension bridge, the precise locating and bottom-sealing technique of the super scale caisson

Keywords: three-tower suspension bridge     innovation     design     caisson in water     herringbone steel tower    

Foundation form and supportingconstruction technique of offshore wind farm

Qin Shunquan,Zhang Ruixia,Li Juntang

Strategic Study of CAE 2010, Volume 12, Issue 11,   Pages 35-39

Abstract: farm base forms and construction methods, several forms of gravity, single pile, group piles, set of caisson, open caisson and suction barrel base were introduced.

Keywords: offshore wind farm     foundation form     pile foundation     jacket base     suction barrel base     set of caisson     fan    

Development of Construction Technology and Equipment for Marine Bridges

Zhang Ruixia

Strategic Study of CAE 2019, Volume 21, Issue 3,   Pages 5-11 doi: 10.15302/J-SSCAE-2019.03.015

Abstract: foundations, research directions of large size, assembly, and intellectualization are proposed for open caisson

Keywords: marine bridges     assembly foundation     open caisson     large-diameter steel pile     cable-stayed bridge     suspension    

Title Author Date Type Operation

Resistance of large caisson in floating transport considering the influence of air

Junjie ZHENG, Zongzhe LI, Dongan ZHAO, Qiang MA, Rongjun ZHANG,

Journal Article

Model testing of tripod caisson foundations in silty clay subjected to eccentric lateral loads

Journal Article

Bottom sealing construction technology for extralarge onland caisson

Du Hongchi and Yang Ning

Journal Article

Construction technology in huge caisson on the ground

Qiu Qionghai,Lin Fan,Jiang Jianghua

Journal Article

Water dredging construction method of the super scale caisson

Xia Guoxing,Du Hongchi

Journal Article

Security monitoring technology of the caisson foundation of anchorage in construction

Feng Zhaoxiang,Wang Jinguo,Wang Jian

Journal Article

Research on the depth effect of caisson foundation south anchorage of Taizhou Bridge

Pan Hui,Shao Guojian and Hu Feng

Journal Article

Foundation design of large-scale and deep water caisson

Lu Qinfeng,Zhao Douhuan,Yang Jin

Journal Article

Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined

Journal Article

The processing and precision control of large thinwall steel caisson

Peng Wu,Lin Fan,Zhao Qiang,Ma Jianle

Journal Article

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Journal Article

Foundation form and supportingconstruction technique of offshore wind farm

Qin Shunquan,Zhang Ruixia,Li Juntang

Journal Article

Development of Construction Technology and Equipment for Marine Bridges

Zhang Ruixia

Journal Article