[1] 张小红, 李征航, 徐绍铨.高精度GPS形变监测的新方法及模型研究[J]. 武汉大学学报(信息科学版), 2001, 26(5):451-454. (ZHANG X H, LI Z H, XU S Q. A new method for high accuracy deformation monitor with GPS[J]. Geomatics and Information Science of Wuhan University, 2001, 26(5):451-454.) [2] 王世进, 秘金钟, 李得海, 等.GPS/BDS的RTK定位算法研究[J]. 武汉大学学报(信息科学版), 2014, 39(5):621-625. (WANG S J, BEI J Z, LI D H, et al. Real-time kinematic positioning algorithm of GPS/BDS[J]. Geomatics and Information Science of Wuhan University, 2014, 39(5):621-625.) [3] 袁本银, 鲍志雄, 潘国富.GPS/BD静态相对定位解算研究与实现[J]. 测绘, 2012, 35(6):247-250. (YUAN B Y, BAO Z X, PAN G F. Research and realization of GPS/BD static relative positioning solution[J]. Surveying Mapping, 2012, 35(6):247-250.) [4] HE H B, LI J L, YANG Y X, et al. Performance assessment of single- and dual-frequency BeiDou/GPS single-epoch kinematic positioning[J]. GPS Solutions, 2014, 18(3):393-403. [5] 王利, 张勤, 范丽红, 等. 北斗/GPS融合静态相对定位用于高精度地面沉降监测的试验与结果分析[J]. 工程地质学报, 2015, 23(1):119-125. (WANG L, ZHANG Q, FAN L H, et al. Experiment and results of high precision land subsidence monitoring using fused BDS/GPS data and static relative positioning[J]. Journal of Engineering Geology, 2015, 23(1):119-125.) [6] 张超, 戴吾蛟, 石强, 等. 电离层延迟对单频GPS点的影响及改正方法研究[J]. 武汉大学学报(信息科学版), 2018, 43(3):471-477. (ZHANG C, DAI W J, SHI Q, et, al. Influence of ionosphere delay on single frequency GPS point and its correction method[J]. Geomatics and Information Science of Wuhan University, 2018, 43(3):471-477.) [7] 王利. 地质灾害高精度GPS监测关键技术研究[J]. 测绘学报, 2015, 44(7):826-826. (WANG L. A study on key technology of high precision GPS monitoring for geological hazard[J]. Acta Geodaetica et Cartographica Sinica, 2015, 44(7):826-826.) [8] 易清根, 刘心龙, 刘万科. 基于EMD和小波的GPS/BDS变形监测中的多路径误差削弱方法[J]. 大地测量与地球动力学, 2017, 37(5):462-466. (YI Q G, LIU X L, LIU W K. Multipath mitigation method by combined EMD and wavelet in GPS/BDS deformation monitoring[J]. Journal of Geodesy and Geodynamics, 2017, 37(5):462-466.) [9] 王趁香, 葛茂荣, 祝会忠, 等.BDS/GPS组合静态相对定位算法探讨[J]. 导航定位学报, 2017, 5(2):93-97, 102. (WANG C X, GE M R, ZHU H Z, et al. Discussion on static relation positioning algorithm of combined BDS/GPS[J]. Journal of Navigation and Positioning, 2017, 5(2):93-97, 102.) [10] 葛春蕾.时间序列的变点估计的相合性和收敛速度[D]. 合肥:合肥工业大学, 2007:25-29. (GE C L. The consistency and convergence rate of the change-point estimation of rime series[D]. Hefei:Heifei Institute of Technology, 2007:25-29.) [11] 谢钢.GPS原理与接收机设计[M]. 北京:电子工业出版社, 2009:126-131. (XIE G. Principles of GPS and Receiver Design[M]. Beijing:Publishing House of Electronic Industry, 2009:126-131.) [12] TEUNISSEN P J G. The least-squares ambiguity decorrelation adjustment:a method for fast GPS integer ambiguity estimation[J]. Journal of Geodesy,1995,70(2):65-82. [13] CHANG X W, YANG X, ZHOU T. MLAMBDA:a modified LAMBDA method for integer least-squares estimation[J]. Journal of Geodesy, 2005, 79(9):552-565. [14] 陈鹏.基于单历元解算的实时变形监测技术的研究与算法实现[D].沈阳:东北大学,2014:1-24.(CHEN P. Research and algorithm development of real-time deformation monitoring technology based on GPS single epoch calculation. Shenyang:Northeastern University, 2014:1-24. |