Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 50 Issue 4
Jun.  2020
Turn off MathJax
Article Contents
SU Xiaoxue, CAO Yuqing, WEN Yanping, AN Xiangyong, ZHANG Liwei, ZHU Binglong, YAO Yangping, AILIXIATI Tuerdi. LONG-TERM SETTLEMENT PREDICTION ANALYSIS OF OVERHEAD TRANSMISSION TOWER ON RECENT FILL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 54-59,18. doi: 10.13204/j.gyjz202004010
Citation: SU Xiaoxue, CAO Yuqing, WEN Yanping, AN Xiangyong, ZHANG Liwei, ZHU Binglong, YAO Yangping, AILIXIATI Tuerdi. LONG-TERM SETTLEMENT PREDICTION ANALYSIS OF OVERHEAD TRANSMISSION TOWER ON RECENT FILL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 54-59,18. doi: 10.13204/j.gyjz202004010

LONG-TERM SETTLEMENT PREDICTION ANALYSIS OF OVERHEAD TRANSMISSION TOWER ON RECENT FILL

doi: 10.13204/j.gyjz202004010
  • Received Date: 2019-08-30
  • Prediction about settlement of concrete foundation for transmission line tower is an important basis for designing transmission line. Settlement monitoring of foundation is a common method to detect the inclination of transmission tower. The calculation method of foundation settlement commonly used in engineering is layer-wise summation method, and there are many curve fitting formulas for predicting future settlement based on the existing monitoring settlement. The practical creep settlement algorithm is one with few parameters and clear physical significance. In the paper, the layer-wise summation method, creep settlement practical algorithm, the three-point method and hyperbolic method were used to calculate and predicte the foundation settlement of the overhead transmission tower on the bauxite backfill site in Yangquan, Shanxi. The results showed that the practical creep settlement algorithm had good applicability. In order to solve the problem of credible prediction interval of curve fitting formula, the effective prediction interval principle was given by the practical creep settlement algorithm. At last, the effective prediction time of concrete foundation with given error limit was predicted.
  • loading
  • 松岡元.土力学[M].罗汀,姚仰平,译.北京:中国水利水电出版社,2001.
    曾国熙,杨锡令.砂井地基沉陷分析[J].浙江大学学报,1959(3):34-72.
    PRAKASH K,MURTHY N S, SRIDHARAN A.Rectangular Hyperbola Method of Consolidation Analysis[J].Géotechnique,1987,37(3):355-368.
    ASAOKA A. Observational Procedure of Settlement Prediction[J]. Soils and Foundations, 1978, 4(18):87-101.
    宰金珉, 梅国雄.全过程的沉降量预测方法研究[J]. 岩土力学,2000, 21(4):322-32.
    姚仰平,祁生钧,车力文.高填方地基工后沉降计算[J].水力发电学报,2016,35(3):1-10.
    姚仰平,王珅,王乃东,等.临线堆载影响下高铁路基长期沉降预测方法[J].岩土工程学报,2019,41(4):625-630.
    张世贤, 黄双华, 彭雄志. 昔格达土加筋三七灰土物理力学性质试验研究[J]. 铁道建筑, 2012(4):105-108.
    中华人民共和国建设部.工程测量规范:GB 50026-2007[S].北京:中国有色金属工业协会,2008.
    中华人民共和国住房和城乡建设部.建筑地基基础设计规范:GB 50007-2011[S].北京:中国建筑工业出版社,2011.
    中华人民共和国住房和城乡建设部.建筑变形测量规范:JGJ 8-2017[S]. 北京:中国建筑工业出版社,2016.
    姚仰平,车力文,祁生钧,等.高填方地基蠕变沉降计算方法研究[J].工业建筑,2016,46(9):25-31.
    杨海星,黎浩,曹净.基于样条函数的监测数据平滑算法与Matlab实现[J].长春工程学院学报(自然科学版),2018,19(3):92-97,120.
  • 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

    Article Metrics

    Article views (69) PDF downloads(3) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return