Evidence map›Paper›PMID 37834711›Full record

ArticleMaterials (Basel, Switzerland)2023

Experimental and Numerical Investigation on Pile Foundation Underpinning Structure System in Urban Overpass.

Lei Yan, Xiaoying Gou, Zhengchao Guo, Xin Zhang, Yu Jiang, Xingwen Ran, Guanwen Chen, Kefeng Yue

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

8 authors.

Lei YanSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Xiaoying GouSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Zhengchao GuoSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Xin ZhangSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Yu JiangSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Xingwen RanSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Guanwen ChenSchool of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China.
Kefeng YueState Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiao-Tong University, Chongqing 400074, China.

Funding

Chongqing Natural Science Foundation General Project CSTB2023NSCQ-MSX0853Chongqing Three Gorges Reservoir Bank Slope and Engineering Structure Disaster Prevention and Control Center Civil and Hydraulic Master's Degree Open Fund SXAPGC23ZDI09Cooperation projects between universities of Chongqing and institutes affiliated to the Chinese Academy of Sciences HZ2021012Natural Science Foundation of Chongqing, China CSTB2023NSCQ-MSX0433Scientific and Technological Research Program of Chongqing Municipal Education Commission KJZD-K202301205the General Program of China Postdoctoral Science Foundation 2023MD734111Wanzhou District Science and Technology Innovation Project 20210306
6 · The paper itself

Abstract

In view of the complexity of the pile foundation underpinning structure system and the stringent requirements of the construction process, this paper briefly describes the necessity of introducing epoxy resin reinforcing adhesive of planting rebar in the design of pile foundation underpinning beam structure to improve the mechanical properties of the reinforced beam new and old concrete joint surfaces and proposes a new type of pile foundation replacement beam system construction method by "chiseling + prestressed reinforcement + epoxy resin reinforcing adhesive". This paper uses an actual pile foundation underpinning project of an urban overpass as a prototype, designs and creates a model structure with a similarity ratio of 1/6, and performs repeated progressive static loading tests to study the load carrying capacity, displacement change, and other properties of the strengthened replacement structure, as well as analyses and distorts the overall working performance and failure mode of them. On this basis, the prototype structure's finite element analysis model was built, and the finite element analysis results were compared with the test results to obtain the mechanical properties and deformation characters of the actual pile foundation underpinning structure system corresponding to the actual underpinning beam load. This paper's study can lay the theoretical and experimental foundation for the smooth development of similar projects.

Indexed as

experimentfinite element simulation analysisinterface between new and old concretepile foundation replacement beam constructionpolymer reinforced planting bar adhesive

Identifiers

PMID37834711
PMCPMC10573851

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.