基坑变形监测基准点偏移的原位校正技术及应用
|
摘要
针对基坑变形监测基准点偏移的工程现象,根据距离差分定位原理,采用平面截割法,提出了一种新的基坑变形监测基准点原位校正技术,对平面截割双曲线的数学过程进行了推导,给出了该技术的实现过程,展示了采用平面截割法直接绘制出偏移点位置的基本方法,采用MATLAB软件编写了应用程序.采用该方法对某护城河岸附近一基坑变形监测基准点进行了原位校正,获得了理想的效果.该校正方法操作简单,实用性强,具有较好的工程推广应用价值.
Excursion of criterion point often occurs in pit deformation survey.Based on the principle of distance difference,a new field calibration technique for criterion points of pit deformation survey was put foreword.An accurate mathematical deduction for cutting the hyperboloid with plane cutting method was described.A realization procedure of the technique was presented.The process of drawing the position of post-excursion criterion point using plane cutting method was displayed.Application program for calibrating the criterion points using the technique was developed in MATLAB.The technique was applied to calibrate the criterion point of pit deformation survey on the bank of a moat,and an ideal effect was obtained.The method is an exercisable and effective way for calibrating the criterion point position,and also be potentially used in other related field.
Excursion of criterion point often occurs in pit deformation survey.Based on the principle of distance difference,a new field calibration technique for criterion points of pit deformation survey was put foreword.An accurate mathematical deduction for cutting the hyperboloid with plane cutting method was described.A realization procedure of the technique was presented.The process of drawing the position of post-excursion criterion point using plane cutting method was displayed.Application program for calibrating the criterion points using the technique was developed in MATLAB.The technique was applied to calibrate the criterion point of pit deformation survey on the bank of a moat,and an ideal effect was obtained.The method is an exercisable and effective way for calibrating the criterion point position,and also be potentially used in other related field.
引文
[1]单红仙,秦建敏,贾永刚,等.青岛港木质高桩码头变形破坏监测与预报[J].岩石力学与工程学报,2004,23(5):814-820.Shan H X,Qin J M,Jia Y G,et al.Monitoring and prediction ofdisplacement and failure of high-rise wood piled wharf in Qingdaoharbour[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(5):814-820.
[2]熊国文.测斜仪观测误差的计算方法[C]//首届全国岩土力学与工程青年工作者学术讨论会论文集.杭州:浙江大学出版社,1992.Xiong G W.Calculation method of the observation error of inclinometers[C]//The First National symposium of young works in the field ofgeotechnical mechanics and Engineering proceedings.Hangzhou:Zhejiang university press,1992.
[3]陈万佳.港口水工建筑物[M].北京:人民交通出版社,1995.Chen W J.Hydraulic building in port[M].Beijing:China communicationspress,1995.
[4]王焕义.岩体微震事件的精确定位研究[J].工程爆破,2001,7(3):5-8,55.Wang H Y.Study on precise localization of micro-seismic events in arock-mass[J].Engineering Blasting,2001,7(3):5-8,55.
[5]张银平.岩体声发射与微震监测定位技术及其应用[J].工程爆破,2002,8(1):58-61.Zhang Y P.Rock-mass acoustic emission and micro-seismic monitoringand localizing technology and its application[J].Engineering Blasting,2002,8(1):58-61.
[6]Ge M.Optimization of transducer array geometry for acoustic emission/microseismicsourcelocation[D].StateCollege:PennsylvaniaStateUniversity.1988.
[7]陈用光,李昌锦,李修和.三站时差定位的精度分析与推算模型[J].电子学报,2004,32(9):1452-1455.Chen Y G,Li C J,Li X H.A precision analyzing&reckoning model intri-station tdoa location[J].Acta Electronica Sinica,2004,32(9):1452-1455.
[8]毛永毅,白菊蓉.空间四站时差定位中的模糊及无解研究[J].电讯技术,2006,(6):53-56.Mao Y Y,Bai J R.Study on the ambiguity and non-solution of 4-stationTDOA space location systems[J].Telecommunication Engineering,2006(6):53-56.
[9]白菊蓉,高兴富.第五站对空间四站TDOA定位中的模糊影响[J].西安邮电学院学报,2007,12(1):12-14.Bai J R,Gao X F.The effect that the 5th station has on the ambiguity of3D four-station TDOA location[J].Journal ofXi'an UniversityofPost andTelecommunications,2007,12(1):12-14.
[10]董玫,张守宏,吴向东.距离高分辨测高技术[J].火控雷达技术,2006,35(1):10-14.Dong M,Zhang S H,Wu X D.A Technique of applying high-range-resolution to height finding[J].Fire Control Radar Technology,2006,35(1):10-14.
[11]龙四春,杨命青.一种长距离精密三维点位监测新方法[J].湖南科技大学学报(自然科学版),2009,24(1):73-76.Long S C,Yang MQ.A method of long distance 3D precision coordinatesurveying[J].Journal of Hunan University of Science&Technology(Natural Science Edition),2009,24(1):73-76.
[12]徐林生.长坪隧道浅埋软弱围岩段施工监测与结构承载状况分析[J].湖南科技大学学报(自然科学版),2009,24(4):62-65.Xu L S.Construction monitoring and analysis of structure bearingcapacity for Chang-Ping tunnel located in shallow-buried and weaksurrounding rock area[J].Journal of Hunan University of Science&Technology(Natural Science Edition),2009,24(4):62-65.
[13]何志堂,唐志明,雷鹏,等.汶川地震对重力基准点的影响分析[J].测绘技术装备,2009,11(3):3-5.He Z T,Tang Z M,Lei P,et al.Impacts of Wenchuan earthquake ongravitydatumpoints[J].Geomatics Technologyand Equipment,2009,11(3):3-5.
[14]叶根喜.基于微震与测井技术的矿井突水通道发育规律研[D].北京:北京科技大学,2009.Ye G X.Studies on development laws of seepage paths associated waterinrushing by microseismicity and geophysical logging in mines[D].Beijing:Beijing University of Science&Technology,2009.
[2]熊国文.测斜仪观测误差的计算方法[C]//首届全国岩土力学与工程青年工作者学术讨论会论文集.杭州:浙江大学出版社,1992.Xiong G W.Calculation method of the observation error of inclinometers[C]//The First National symposium of young works in the field ofgeotechnical mechanics and Engineering proceedings.Hangzhou:Zhejiang university press,1992.
[3]陈万佳.港口水工建筑物[M].北京:人民交通出版社,1995.Chen W J.Hydraulic building in port[M].Beijing:China communicationspress,1995.
[4]王焕义.岩体微震事件的精确定位研究[J].工程爆破,2001,7(3):5-8,55.Wang H Y.Study on precise localization of micro-seismic events in arock-mass[J].Engineering Blasting,2001,7(3):5-8,55.
[5]张银平.岩体声发射与微震监测定位技术及其应用[J].工程爆破,2002,8(1):58-61.Zhang Y P.Rock-mass acoustic emission and micro-seismic monitoringand localizing technology and its application[J].Engineering Blasting,2002,8(1):58-61.
[6]Ge M.Optimization of transducer array geometry for acoustic emission/microseismicsourcelocation[D].StateCollege:PennsylvaniaStateUniversity.1988.
[7]陈用光,李昌锦,李修和.三站时差定位的精度分析与推算模型[J].电子学报,2004,32(9):1452-1455.Chen Y G,Li C J,Li X H.A precision analyzing&reckoning model intri-station tdoa location[J].Acta Electronica Sinica,2004,32(9):1452-1455.
[8]毛永毅,白菊蓉.空间四站时差定位中的模糊及无解研究[J].电讯技术,2006,(6):53-56.Mao Y Y,Bai J R.Study on the ambiguity and non-solution of 4-stationTDOA space location systems[J].Telecommunication Engineering,2006(6):53-56.
[9]白菊蓉,高兴富.第五站对空间四站TDOA定位中的模糊影响[J].西安邮电学院学报,2007,12(1):12-14.Bai J R,Gao X F.The effect that the 5th station has on the ambiguity of3D four-station TDOA location[J].Journal ofXi'an UniversityofPost andTelecommunications,2007,12(1):12-14.
[10]董玫,张守宏,吴向东.距离高分辨测高技术[J].火控雷达技术,2006,35(1):10-14.Dong M,Zhang S H,Wu X D.A Technique of applying high-range-resolution to height finding[J].Fire Control Radar Technology,2006,35(1):10-14.
[11]龙四春,杨命青.一种长距离精密三维点位监测新方法[J].湖南科技大学学报(自然科学版),2009,24(1):73-76.Long S C,Yang MQ.A method of long distance 3D precision coordinatesurveying[J].Journal of Hunan University of Science&Technology(Natural Science Edition),2009,24(1):73-76.
[12]徐林生.长坪隧道浅埋软弱围岩段施工监测与结构承载状况分析[J].湖南科技大学学报(自然科学版),2009,24(4):62-65.Xu L S.Construction monitoring and analysis of structure bearingcapacity for Chang-Ping tunnel located in shallow-buried and weaksurrounding rock area[J].Journal of Hunan University of Science&Technology(Natural Science Edition),2009,24(4):62-65.
[13]何志堂,唐志明,雷鹏,等.汶川地震对重力基准点的影响分析[J].测绘技术装备,2009,11(3):3-5.He Z T,Tang Z M,Lei P,et al.Impacts of Wenchuan earthquake ongravitydatumpoints[J].Geomatics Technologyand Equipment,2009,11(3):3-5.
[14]叶根喜.基于微震与测井技术的矿井突水通道发育规律研[D].北京:北京科技大学,2009.Ye G X.Studies on development laws of seepage paths associated waterinrushing by microseismicity and geophysical logging in mines[D].Beijing:Beijing University of Science&Technology,2009.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心