RTK/Accelerometer Tightly Coupled Deformation Monitoring Algorithm Based on Baseline Shift Virtual Observation Constraint

Author:

Jing Ce1ORCID,Huang Guanwen2ORCID,Li Xin2ORCID,Zhang Qin2ORCID,Huang Xiaoyu1,Zhang Kai1,Yang Huan1ORCID

Affiliation:

1. College of Geological Engineering and Geomatics, Chang’an University, Xi’an, China

2. College of Geological Engineering and Geomatics and the Key Laboratory of Western China’s Mineral Resource and Geological Engineering, Ministry of Education, Chang’an University, Xi’an, China

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Key Research and Development Program of Shaanxi Province

Fundamental Research Funds for the Central Universities

Scientific Innovation Practice Project of Postgraduates of Chang’an University

Publisher

Institute of Electrical and Electronics Engineers (IEEE)

Reference37 articles.

1. Experiment and results of high precision land subsidence monitoring using fused BDS/GPS data and static relative positioning;Wang;J. Eng. Geol.,2015

2. Real-time BeiDou landslide monitoring technology of ‘light terminal plus industry cloud;Bai;Acta Geodaetica et Cartographica Sinica,2019

3. A New Asynchronous RTK Method to Mitigate Base Station Observation Outages

4. GNSS techniques for real-time monitoring of landslides: a review

5. Analysis on reliability and accuracy of subsidence measurement with GPS technique;Yang;J. Geodesy Geodynamics,2006

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