Assessment and application of deep foundation pits supporting scheme by unascertained measurement model

被引:0
|
作者
Wen Chang-Ping [1 ]
机构
[1] Shao Yang Univ, Dept Urban Construct, Shao Yang 422000, Hunan Province, Peoples R China
关键词
deep foundation pit; objective weight; similar weight; supporting scheme; unascertained measurement model;
D O I
暂无
中图分类号
K9 [地理];
学科分类号
0705 ;
摘要
In terms of the unascertained measurement theory, the unascertained measurement model and assessment procedure for selecting deep foundation pits supporting scheme are discussed according to an actual practice example. This paper presents an evaluation index system of appraising supporting schemes of deep foundation pits, constructs measurement functions for calculating unascertained measurement of single index, determines index weight according to an objective standard to avoid the subjective and partial opinions of experts in giving evaluated index weight, and then, establishes an unascertained measurement model-based objective weight or similar weight. The used process, the rationality and reliability of the model are explained in detail. The evaluation results are coherent to that of fuzzy synthetic evaluation method, and objectively reflect the reality; it validates that the new model is feasible in synthetic evaluation supporting schemes of deep foundation pits.
引用
收藏
页码:1085 / 1091
页数:7
相关论文
共 50 条
  • [1] Application of unascertained measurement model in customer satisfaction measurement
    Qi Yan-ming
    Wang Chang-long
    [J]. IITAW: 2009 THIRD INTERNATIONAL SYMPOSIUM ON INTELLIGENT INFORMATION TECHNOLOGY APPLICATIONS WORKSHOPS, 2009, : 431 - +
  • [2] Unascertained Measurement Model for Water Safety Assessment
    Wang Jiayang
    Wang Wensheng
    Li Zuoyong
    Zhang Bi
    [J]. MATERIALS PROCESSING TECHNOLOGY, PTS 1-3, 2012, 418-420 : 373 - +
  • [3] Parameter Optimization Design of Soil Nail Supporting to Deep Foundation Pits
    Xu, Wei
    Feng, Jiansheng
    [J]. CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 235 - 239
  • [4] FEM analysis of anchor-gunited supporting structure in deep foundation pits
    Liao, XB
    Zong, ZH
    Zheng, HT
    [J]. COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 3, 1997, : 1865 - 1868
  • [5] An Optimization Model of Extension Sets on Supporting Scheme for Foundation Pit and its Application
    Qin, Zhe
    Wang, Lei
    Meng, Li-bo
    [J]. ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 601 - 604
  • [6] The application of unascertained measurement model in safety evaluaion of construction
    Wang Yu-de
    Guo Yan-hua
    [J]. 2009 ISECS INTERNATIONAL COLLOQUIUM ON COMPUTING, COMMUNICATION, CONTROL, AND MANAGEMENT, VOL II, 2009, : 447 - 450
  • [7] Assessment of technology value based on unascertained measurement model
    Wang Runliang
    Wang Zhijun
    [J]. PROCEEDINGS OF THE 2007 INTERNATIONAL CONFERENCE ON MANAGEMENT SCIENCE AND ENGINEERING, FINANCE ANALYSIS SECTION, 2007, : 1157 - 1162
  • [8] Research of Controlling for Pile-anchor Joint Supporting Structure on Deformation of Deep Foundation Pits
    Chen, Jinbiao
    Hu, Qiang
    Zhou, Yuanwu
    [J]. ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 261-263 : 1809 - 1813
  • [9] The application of unascertained measurement model in intellectual capital management of construction enterprises
    Gao Hongjun
    Wang Chang-long
    [J]. 2009 ISECS INTERNATIONAL COLLOQUIUM ON COMPUTING, COMMUNICATION, CONTROL, AND MANAGEMENT, VOL II, 2009, : 295 - 298
  • [10] The application of unascertained measurement model in evaluation of real estate investment environment
    Wang Chang-long
    Qi Yan-ming
    [J]. PROCEEDINGS OF THE 2009 INTERNATIONAL CONFERENCE ON COMPUTATIONAL INTELLIGENCE AND NATURAL COMPUTING, VOL II, 2009, : 362 - +