| Real conditions |
Chelli et al. (2006)
|
Natural slope |
NM |
NM |
2/day |
Tilt |
Jointmeters, inclinometers, incremental extensometers, piezometers, rain gauges |
|
Újvári et al. (2009)
|
Natural slope |
58.97 x 222 x 30 |
Subsurface |
1/hour |
Tilt |
GPS pillars. Rainfall and water lever from stations at other locations |
|
Uchimura et al. (2010)
|
Model slope and natural slope |
Model: 0.5 x 6 x 1.5 |
Surface |
Every 10minutes (real slope) |
Tilt (Rotation (mm/m)) |
Volumetric water content |
|
García et al. (2010)
|
Natural slope |
NM |
Subsurface |
1 per minute |
Tilt |
Pressure transducer (groundwater and pore pressure), thermistor, rainfall from station 2km away |
|
Uchimura et al. (2015)
|
Model slope, real slope (failure was forced) and natural slope (real unstable case) |
NM |
Surface |
Every 10minutes |
Tilt |
Volumetric water content; geomagnetic sensor (tilt direction); extensometer (for comparison) |
|
Towhata et al. (2015)
|
Real slope (failure forced) and natural slope (real unstable case) |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content (optional) |
|
Wang et al. (2015)
|
Natural slope (real unstable cases) |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content |
|
Mentes (2015)
|
Natural slope |
NM |
Subsurface |
1/hour |
Tilt |
Temperature |
|
Uhlemann et al. (2016)
|
Natural slope (landslide complex that is reactivated from time to time) |
NM |
Subsurface |
1/hour (SAA and tiltmeter) |
Deformation/Tilt |
Real time kinematics GPS (RTK-GPS), inclinometers, active waveguides with AE, piezometers |
|
Jeng & Sue (2016)
|
Natural slope |
NM |
NM |
NM |
Tilt |
Inclinometer, crack gages, groundwater level wells, settlement and displacement observation marks, rebar strain gages, concrete strain gages, rain gages |
|
Wang et al. (2017)
|
Model slope, real slope (failure was forced) and natural slope (real unstable case) |
|
Surface |
NM |
Tilt |
Volumetric water content, Inclinometer, extensometer |
|
Dikshit et al. (2018)
|
Natural slope |
NM |
Surface |
NM |
Tilt |
Volumetric water content |
|
Artha & Julian (2018)
|
Natural slope |
NM |
Surface |
NM |
Tilt |
Inclinometer, rainfall sensor |
|
Bednarczyk (2018)
|
Natural slope |
NM |
Subsurface |
Conventional: every 1-2 months and then 3-6 months. MEMS tilt sensor every 6h |
Tilt |
Inclinometer, piezometer, weather station, pore-pressure transducers |
|
Dikshit & Satyam (2019a)
|
Natural slope |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content |
|
Dikshit & Satyam (2019b)
|
Natural slope |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content |
|
Abraham et al. (2020a)
|
Natural slope |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content |
|
Abraham et al. (2020b)
|
Natural slope |
NM |
Surface |
Every 10 minutes |
Tilt |
Volumetric water content |
|
Sheikh et al. (2020)
|
Cut slope |
30 x 60 x 100 |
Surface |
Every 10 minutes |
Tilt |
Water level and rainfall gauges; pipe strain gauges |
|
Sheikh et al. (2021)
|
Natural slope |
30 x 60 x 100 |
Surface |
Every 10 minutes |
Tilt |
Water level and rainfall gauges; pipe strain gauges |
|
Putra et al. (2021)
|
Natural slope |
NM |
Surface |
Every 10 minutes |
Tilt |
Water level, in situ investigations |
|
Wang et al. (2022a)
|
Natural slope |
NM |
Surface |
NM |
Tilt (surface) |
NM |
|
Wang et al. (2022b)
|
Natural slope, cut slope, landfill |
NM |
Surface |
Every 10 minutes |
Tilt |
Inclinometers, water level; volumetric soil water content |
| Experimental conditions |
Laboratory flumes |
Ooi et al. (2014)
|
Reduced model (Flume) |
0.60 x 1 x 0.452 |
Surface |
NM |
Acceleration |
Porewater pressure transducer |
|
Habil et al. (2016)
|
Reduced model (Flume) |
0.40 x 0.80 x 0.80 |
Surface |
NM |
Acceleration |
Moisture sensor (FC-28-C) |
|
Atmajati et al. (2017)
|
Reduced model (Flume) |
0.40 x 2 x 0.45 |
Surface |
NM |
Tilt |
Soil moisture sensors |
|
Giri et al. (2018)
|
Reduced model (Flume) |
0.30 x 1.83 x 1.49 |
Surface |
NM |
Acceleration |
Pi-cameras |
|
Krokidis et al. (2018)
|
Reduced model (Flume) |
0.08 x 0.58 x 0.56 |
Surface |
8000 Hz |
Acceleration |
NM |
|
Feng et al. (2020a)
|
Reduced model (Flume) |
0.60 x 15 x 0.60 |
Surface |
2,5 kHz |
Applied acceleration response |
Self potential; piezometer; soil water content sensors; Cameras |
|
Chen & Zhang (2021)
|
Reduced model (Flume) |
0.20 x 0.70 x 0.30 |
Surface |
NM |
Tilt |
Shear wave and moisture transducers |
|
Giri et al. (2022)
|
Reduced model (Flume) |
0.30 x 1.83 x 1.49 |
Surface |
30 Hz |
Acceleration (linear) |
Pi-cameras |
|
Otero et al. (2022)
|
Reduced model (Flume) |
0.50 x 1.60 x 0.50 |
Subsurface |
4000 Hz |
Tilt |
NM |
| Different scales |
Xie et al. (2019)
|
Reduced model (flume) and real slope (artificial rainfall) |
Flume: 0.38 x 1.165 x 0.45 Real slope: NM |
Surface |
NM |
Tilt |
Camera (to measure displacements) |
|
Xie et al. (2020a)
|
Model 1: flume; Model 2: flume; Model 3: model slope; Model 4: real slope |
Model 1: 0.38 x 1.165 x 0.45 Model 2: 0.40 x 0.60 x NM Model 3: 2 x 7.4 x 3.8 Model 4: NM |
Surface |
NM |
Tilt |
Camera (flume); Extensometers (field) |
|
Feng et al. (2020b)
|
Model slope (in field) |
NM |
Surface |
NM |
Applied acceleration response |
Microphones |
|
Xie et al. (2020b)
|
Reduced model (flume) and model slope (artificial rainfall) |
Flume: 0.38 x 1.165 x 0.45 Field: NM |
Surface |
1Hz (laboratory) and 1/60Hz (real slope) |
Tilt |
NM |
|
Qiao et al. (2020)
|
Small scale (flume, rainfall triggered and inclination variation triggered) models and field tests |
Flume: 0.38 x 1.165 x 0.45 Field: NM |
Surface |
1/60Hz |
Tilt |
NM |