Interpretation of slope displacement obtained from inclinometers and simulation of calibration tests

被引:14
|
作者
Jeng, Ching-Jiang [1 ]
Yo, Yo-Yo [1 ]
Zhong, Kai-Lan [1 ]
机构
[1] Huafan Univ, Dept Environm & Hazards Resistant Design, New Taipei, Taiwan
关键词
Inclinometer displacement; Calibration test simulation; Monitoring system; Slope sliding; Displacement mechanisms; COLLUVIUM SLOPE;
D O I
10.1007/s11069-017-2786-6
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
An inclinometer is a high-precision instrument used to detect displacement along sliding zones. From the time the inclinometer pipe is embedded to inclinometer calibration and to measured data collection and processing, many errors or misjudgments can occur that affect the measurement data. The most important objective for correctly using the observation results is the accurate interpretation of the horizontal displacement profiles obtained from the observation. This study combines existing inclusive data accumulated by a monitoring system on a test sloping site in a campus. It focuses on a comprehensive interpretation of the displacement relationships among different monitoring instruments. This study uses data interpretation principles, categorizes different mechanisms, and performs quantitative analysis and discussion in order to determine the significance presented by various types of monitored information in terms of slope sliding. In addition, in this study, stairwells in a campus building are used, an inclinometer is set up, and calibration equipment for the experiment is added in order to simulate various configurations and observe patterns for displacement curves. The examples for the various conditions include empty holes in the backfill around the pipe, connection points falling off, pipe torsion, relative sliding between layers reaching an extreme condition and leading to stuck pipes, multi-layered sliding, and different thicknesses in sliding zones. The experiment illustrates changes in behavior in terms of environmental factors. The results can be used for instrument calibration and measurement, and as a reference for disaster warning and prevention in hazardous areas with slopes.
引用
收藏
页码:623 / 657
页数:35
相关论文
共 50 条
  • [1] Interpretation of slope displacement obtained from inclinometers and simulation of calibration tests
    Ching-Jiang Jeng
    Yo-Yo Yo
    Kai-Lan Zhong
    Natural Hazards, 2017, 87 : 623 - 657
  • [2] INTERPRETATION OF DATA OBTAINED FROM PRIMED LYMPHOCYTE TESTS (PLTS)
    BRADLEY, BA
    TERMIJTELEN, A
    FRANKS, D
    VANROOD, JJ
    TRANSPLANTATION PROCEEDINGS, 1977, 9 (01) : 421 - 424
  • [3] Numerical simulation of complex slope displacement
    Cremeens, J
    Gilbride, L
    Cellan, R
    Cox, A
    PACIFIC ROCKS 2000: ROCK AROUND THE RIM, 2000, : 561 - 567
  • [4] Modelling of load-displacement curves obtained from scaffold components tests
    Blazik-Borowa, E.
    Szer, J.
    Borowa, A.
    Robak, A.
    Pienko, M.
    BULLETIN OF THE POLISH ACADEMY OF SCIENCES-TECHNICAL SCIENCES, 2019, 67 (02) : 317 - 327
  • [5] Phase 3 slope indices: can accurate estimates be obtained from 2 tests?
    AL-Khathlan, Noor
    Narayanan, Manjith
    Gaillard, Erol
    Beardsmore, Caroline
    EUROPEAN RESPIRATORY JOURNAL, 2014, 44
  • [6] Numerical interpretation of a shape of yield surface obtained from stress probe tests
    Balasubramaniam, AS
    Kim, SR
    Oh, YN
    SOILS AND FOUNDATIONS, 2004, 44 (06) : 129 - 132
  • [7] Numerical interpretation of a shape of yield surface obtained from stress probe tests
    Kobayashi, I
    Soga, K
    Iizuka, A
    Ohta, H
    SOILS AND FOUNDATIONS, 2003, 43 (03) : 95 - 103
  • [8] Interpretation of Ground Resistivity Data Obtained from Single Driven Rod Tests.
    Nahman, J.
    Salamon, D.
    Elektrotehnika Zagreb, 1986, 29 (03): : 175 - 180
  • [9] A PRACTICAL METHOD FOR THE INTERPRETATION OF EARTH RESISTIVITY DATA OBTAINED FROM DRIVEN ROD TESTS
    NAHMAN, J
    SALAMON, D
    IEEE TRANSACTIONS ON POWER DELIVERY, 1988, 3 (04) : 1375 - 1379
  • [10] Slope-Slide Simulation with Discontinuous Deformation and Displacement Analysis
    Gong, Bin
    Tang, ChunAn
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (05)