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边坡多点监测资料的联合分析模型及其修正
引用本文:李志伟,贺跃光,朱建军. 边坡多点监测资料的联合分析模型及其修正[J]. 矿冶工程, 2005, 25(3): 11-13
作者姓名:李志伟  贺跃光  朱建军
作者单位:中南大学,信息物理工程学院,湖南,长沙,410083;长沙理工大学,湖南,长沙
基金项目:武汉大学测绘遥感信息工程国家重点实验室开放基金(WKL(03)0104)
摘    要:由于同一边坡上各点的变形会相互影响和相互制约, 单点变形分析模型往往显得不足。讨论了边坡监测资料的多点联合分析模型, 并提出了该模型的两种修正预测模型:线性调整模型和残差再建模。用实测资料证明了多点模型比单点模型优越。

关 键 词:边坡  变形分析  多点联合分析模型
文章编号:0253-6099(2005)03-0011-03
收稿时间:2004-12-23
修稿时间:2004-12-23

Cojoint Analysis Model of Multi point Slope Monitoring Data and Its Revision
LI Zhi-wei,HE Yue-guang,Zhu Jian-jun. Cojoint Analysis Model of Multi point Slope Monitoring Data and Its Revision[J]. Mining and Metallurgical Engineering, 2005, 25(3): 11-13
Authors:LI Zhi-wei  HE Yue-guang  Zhu Jian-jun
Affiliation:1. School of Info-physics and Geomatics Engineering, Central South University, Changsha 410083, Hunan, China;2. Changsha University of Science and Technology, Changsha 410076, Hunan, China
Abstract:As the deformation of the discrete monitoring points on the same slope is always interacted and inter-restricted, modeling the deformation process of each discrete point separately is generally not enough. the Cojoint analysis model of multi-point monitoring data is discussed, and two revision are presented to refine it, that is linearly adjustment and residues re-modeling. In the end of the paper, real data were used to prove that the multi-point Cojoint analysis model was superior over single-point analysis model.
Keywords:slope  deformation analysis  cojoint analysis model of multi-point data
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