ANALYSIS ON THE PEDESTAL DISEASE AND MOISTURE FIELD OF TONGXIN MOSQUE

MAO Xiaofei; WANG Xi; HU Fuli; ZHANG Wei

doi:10.13204/j.gyjz202002028

Volume 50 Issue 2

Feb. 2020

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(2): 184-189

NI Qian, ZHANG Bin, LI Jinjin. SEISMIC PERFORMANCE ANALYSIS OF CARBON FIBER REINFORCED FRAME STRUCTURE BASED ON PUSHOVER ANALYSIS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 104-108,112. doi: 10.13204/j.gyjz202002015

Citation:

MAO Xiaofei, WANG Xi, HU Fuli, ZHANG Wei. ANALYSIS ON THE PEDESTAL DISEASE AND MOISTURE FIELD OF TONGXIN MOSQUE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 184-189. doi: 10.13204/j.gyjz202002028

Citation:

MAO Xiaofei, WANG Xi, HU Fuli, ZHANG Wei. ANALYSIS ON THE PEDESTAL DISEASE AND MOISTURE FIELD OF TONGXIN MOSQUE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 184-189. doi: 10.13204/j.gyjz202002028

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ANALYSIS ON THE PEDESTAL DISEASE AND MOISTURE FIELD OF TONGXIN MOSQUE

doi: 10.13204/j.gyjz202002028

MAO Xiaofei¹,
WANG Xi^{1
,
,},
HU Fuli¹,
ZHANG Wei²

1. College of Science, Xi'an University of Architecture and Technology, Xi'an 710055, China;
2. Shaanxi Provincial Institute of Cultural Relics Protection, Xi'an 710075, China

Received Date: 2019-09-18

Abstract

Abstract

Taking the pedestal of Tongxin Mosque as the object, the geological radar (GPR) non-destructive detection method was used to prospect its structural diseases, the spatial-temporal distribution characteristics and disease mechanism of the soil in the pedestal were studied. The moisture field before and after the rain was compared and analyzed. According to the distribution characteristics, corresponding measures for reinforcement protection of the pedestal were proposed. The research results showed that the moisture was collected within the range of 0.8-2.2 m due to the poor compactness of the pedestal soil before the rain. After the rainwater infiltration, the soil moisture was obviously enhanced within the range of 0.5-2.4 m, the outer brick masonry and the arch migrated and infiltrated gradually, causing the cracking and weathering of outer brick masonry, as well as countertop sinking. The capatity against the rainwater erosion and the stability of the pedestal could be effectively enhanced by replacing the lime-soil pile, repairing the top waterproof system and the structural foundation.
- ancient building,
- pedestal,
- structural diseases,
- moisture field,
- non-destructive detection

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References

刘成禹,何满潮.古建筑风化石质构件力学参数的确定方法[J].岩土力学,2014,35(2):474-480.

朱才辉,郭炳煊.古建筑基座渗漏监测及诱因分析[J].岩土力学,2018,39(11):4210-4217.

朱才辉,李宁,郭炳煊,等.某古建筑砖土结构基座病害探测分析[J].岩土工程学报,2018,40(1):169-176.

刘艺,黄跃廷,郝丽霞. 西安城墙北段某海墁病害勘察研究[J]. 工程勘察, 2014(11):83-88.

范学宁, 郑爱武, 曾凡奎, 等. 西安古城墙21号马面裂缝成因分析及处理技术[J]. 水利与建筑工程学报, 2017, 15(3):104-109.

LABROPOULOS K, MOROPOULOU A. Ground Penetrating Radar Investigation of the Bell Tower of the Church of the Holy Sepulchre[J].Construction and Building Materials,2013,47:689-700.

OSMANCIKLI G, UCAK S, TURAN F N,et al. Investigation of Restoration Effects on the Dynamic Characteristics of the Hagia Sophia Bell-Tower by Ambient Vibration Test[J]. Construction and Building Materials,2012(29):564-572.

李俊连.同心清真大寺局部病害岩土工程勘察报告书[R]. 西安:机械工业勘察设计研究院,2010.

中华人民共和国建设部.岩土工程勘察规范:GB 50021-2001[S].北京:中国建筑工业出版社,2009.

中华人民共和国住房和城乡建设部.建筑地基础设计规范:GB 50007-2011[S].北京:中国建筑工业出版社,2011.

鲁光银,熊瑛,朱自强.公路隧道坍塌灾害治理效果的GPR检测技术[J].防灾减灾工程学报,2007(2):177-181.

白冰,周健.探地雷达测试技术发展概况及其应用现状[J].岩石力学与工程学报,2001(4):527-531.

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