Volume 36 Issue 2
Apr.  2022
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2022  >  36(2): 135-139
Cai Huaien, Zhang Jiwen, Liu Shuai, Zhang Peng, Li An. Key Points of Foundation Investigation and Causes of Main Diseases of Ancient Pagodas in Collapsible Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 135-139. doi: 10.3969/j.issn.1007-2993.2022.02.009
Citation: Cai Huaien, Zhang Jiwen, Liu Shuai, Zhang Peng, Li An. Key Points of Foundation Investigation and Causes of Main Diseases of Ancient Pagodas in Collapsible Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 135-139. doi: 10.3969/j.issn.1007-2993.2022.02.009
shu

Key Points of Foundation Investigation and Causes of Main Diseases of Ancient Pagodas in Collapsible Loess Area

doi: 10.3969/j.issn.1007-2993.2022.02.009

  • China Jikan Research Institute of Engineering Investigations and Design, Co., Ltd., Xi’an 710043, Shaanxi, China

  • Received Date: 2020-12-21
  • Publish Date: 2022-04-02
    Abstract
  • Chinese ancient pagodas are of great value in cultural relics, tourism and scientific research. Based on the engineering practice, the main points of the ancient pagoda foundation investigation and the causes of the main diseases were analyzed, and suggestions on the protection measures were proposed in order to protect the ancient pagoda in loess area. In addition to the physical and mechanical properties of the foundation soil, the disease characteristics, foundation types, original foundation treatment methods and effects of the pagoda should be found out. The causes of the disease were analyzed and suggestions for maintenance and reinforcement were proposed. In the process of investigation, excessive damage to the pagoda foundation should be avoided. The original foundation treatment effect of the pagoda cannot meet the requirements of modern specifications, the collapsibility of the natural soil layer and the bearing capacity cannot bear the upper load requirements are the common reasons for the tilt of the ancient pagoda and the deformation of the pagoda foundation in the loess area. Also, the foundation deformation is intensified when soaking in water. Strengthening waterproof and drainage, strengthening surrounding underground caverns and treating slopes that affect the stability of tower foundation are important measures for the protection of ancient pagodas in loess area.

     

    • FullText(HTML)
  • loading
    • References(25)
  • [1]
    傅熹年. 中国古代建筑史 第二卷[M]. 北京: 中国建筑工业出版社, 2009.
    [2]
    谭小蓉. 古塔结构纠偏及抗震保护方法研究[D]. 西安: 西安建筑科技大学, 2007.
    [3]
    袁建力. 古塔保护技术[M]. 北京: 科学出版社: 2005.
    [4]
    赵克礼. 古塔遗存研究中的历史地理价值取向−以陕西宋代古塔遗存为例[J]. 唐都学刊,2007,23(1):69-73. doi: 10.3969/j.issn.1001-0300.2007.01.019
    [5]
    赵克礼. 陕西古塔研究[M]. 北京: 科学出版社, 2007.
    [6]
    张 炜,徐 磊. 陕西省古塔现状及调查研究[J]. 文博,2012,(2):64-70. doi: 10.3969/j.issn.1000-7954.2012.02.015
    [7]
    龚复军. 砖石古塔纠偏技术分析[J]. 科技情报开发与经济,2008,18(1):147-148.
    [8]
    陈 平,张鹏丽,李 强. 西安万寿寺塔安全稳定性分析[J]. 特种结构,2012,29(3):104-107. doi: 10.3969/j.issn.1001-3598.2012.03.025
    [9]
    任泽朝. 合阳大象寺塔研究[D]. 西安: 西安建筑科技大学, 2016.
    [10]
    王　雷. 某古塔纠偏工程设计[D]. 吉林: 吉林大学, 2015.
    [11]
    陈东佐,康玉庆. 浅谈山西太原双塔的复位纠偏与保护[J]. 山西地震,2000,(3):32-34. doi: 10.3969/j.issn.1000-6265.2000.03.010
    [12]
    汪龙龙. 万寿寺塔纠偏保护工程关键技术研究[D]. 西安: 西安建筑科技大学, 2014.
    [13]
    沈治国. 砖石古塔的力学性能及鉴定与加固方法的研究[D]. 西安: 西安建筑科技大学, 2005.
    [14]
    陈 平,郝 宁,陈一凡,等. 西安万寿寺塔纠偏保护研究[J]. 文博,2015,(4):84-87. doi: 10.3969/j.issn.1000-7954.2015.04.014
    [15]
    陈 平,赵 冬,王 伟,等. 眉县净光寺塔纠偏工程[J]. 西安建筑科技大学学报,2003,35(1):44-47.
    [16]
    陈 平,姚谦峰,赵 冬. 西安大雁塔抗震能力研究[J]. 建筑结构学报,1999,20(1):46-49.
    [17]
    郑天天. 砖石古塔抗震性能分析及加固方案探讨[D]. 西安: 西安建筑科技大学, 2010.
    [18]
    卢俊龙. 砖石古塔土结构相互作用理论与应用研究[D]. 西安: 西安建筑科技大学, 2008.
    [19]
    蔡怀恩,张继文,秦广平,等. 西安万寿寺塔倾斜原因分析[J]. 建筑科学,2014,30(S2):195-200.
    [20]
    芦　苇. 砖石古塔掏土纠偏过程模拟分析[D]. 西安: 西安建筑科技大学, 2014.
    [21]
    刘春成,黄 鹤,罗德安. 基于探地雷达的古塔地基与砌体勘测[J]. 北京测绘,2017,(S1):209-213.
    [22]
    谢云龙. 湿陷性黄土地区砖石古塔地基稳定性研究[D]. 西安: 西安建筑科技大学, 2015.
    [23]
    蔡怀恩,任小江. 含水量变化对西安某黄土场地湿陷量计算值的影响及分析[J]. 工程勘察,2014,(S1):1-4.
    [24]
    张旭强. 砖石古塔浸水纠偏全过程模拟分析与加固方法研究[D]. 西安: 西安建筑科技大学, 2008.
    [25]
    吕恒柱. 砖石古塔纠偏加固的分析方法与监测技术的研究[D]. 扬州: 扬州大学, 2005.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(1)  / Tables(3)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (122) PDF downloads(30) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return