ESTIMATING AND PREDICTING PORE-PRESSURE INFLUENCE ON DEEP-SE

1 Introduction
1£®1 Problem statement and motivation
1£®2 Research objectives
1£®3 Book outline
1£®4 Technical course

2 Literature review
2£®1 Ove Niew
2£®2 Classification of landslides
2£®3 Causes of landslides
2£®4 Hydrological controls of deep-seated landslides
2£®5 Hydrogeological flow patterns relevant for deep-seated landslides
2£®6 Estimating proportions of fluid and solid precipitation and snowmelt
2£®6£®1 Thresholds for fluid and solid precipitation
2£®6£®2 Temperature-index and energy-index snowmelt models
2£®7 Estimating infiltration and groundwater fluctuations in hill slopes
2£®7£®1 Deternunistic physical models
2£®7£®2 Empirical-statistical models
2£®8 Modelling quasi-static landslide movements £¨slope movement with complete sliding surface£©

3 A modified tank model including snowmelt and infiltration time lags for deep-seated landslides
3£®1 Introduction
3£®2 Site descriptions
3£®2£®1 Geographical setting and geological overview
3£®2£®2 Tectonic overview and setting of the study site
3£®2£®3 Climatic conditions
3£®2£®4 Monitoring system and monitoring data
3£®2£®5 Historic events
3£®3 Methods
3£®3£®1 The modified tank model including snowmelt and infiltration
3£®3£®2 Simpler approximations of slope hydrology
3£®3£®3 Determining the parameter of PWP calculation in the modified tank model
3£®3£®4 Snowmelt calculations in the modified tank model
3£®4 Results
3£®4£®1 Performance of modified tank model in heavy rainfall season
3£®4£®2 Performance of modified tank model in snowmelt season
3£®4£®3 Performance of modified tank model throughout the monitoring period and error analysis
3£®5 Discussions
3£®5£®1 Performance of modified tank model in heavy rainfall season
3£®5£®2 Performance of modified tank model in snowmelt season
3£®5£®3 Highlights of the modified model
3£®5£®4 Drawbacks and limitations
3£®6 Conclusions
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4 Physical tank experiments on groundwater level controls of slopes with homogenous materials
5 Physical tank experiments for estimation of groundwater considering slope structure controlling affection
6 Prediction of groundwater affecting deep-seated landslide quasi-static movement
7 Conclusion

References
Appendix