Browsing NTNU Open by Author "Panthi, Krishna Kanta"
Now showing items 1-20 of 136
-
3D in-Situ Stress Model of Upper Tamakoshi Hydroelectric Project Area
Basnet, Chhatra Bahadur; Panthi, Krishna Kanta (Journal article; Peer reviewed, 2017)Reliable estimation of in-situ stress state is very important in implementing the shotcrete lined/unlined tunnels and shafts. The in-situ stress state of the area of concern is mainly governed by the gravityinduced stress, ... -
A dynamic analysis of in-situ stress state at the Upper Tamakoshi Hydroelectric Project area
Panthi, Krishna Kanta; Basnet, Chhatra Bahadur (Journal article; Peer reviewed, 2018)The in-situ stress condition in the rock mass is influenced by both tectonic and geological environment such as faulting and shearing in the rock mass. This influence is of considerable magnitude in the Himalayan region ... -
A dynamic stress state analysis at the pressure tunnel of Upper Tamakoshi HPP, Nepal
Panthi, Krishna Kanta; Basnet, Chhatra Bahadur (Chapter, 2018)In theory, in-situ stress state of an area of concern is mainly governed by gravity-induced stress, tectonic ac-tivity and topographic condition of that area. The tectonic and geological environment such as faulting and ... -
An Approach to Limit Fully ConcreteLined Length of Pressure Tunnel for the Hydropower Projects to be built in the Himalaya
Panthi, Krishna Kanta (Chapter, 2014)The use of underground space such as waterway tunnels, shafts, underground caverns are inevitable in the development of hydropower projects in the Himalaya. Finding innovative solutions in underground construction is ... -
Analysis of Engineering Geological Uncertainties Related to Tunnelling in Himalayan Rock Mass Conditions
Panthi, Krishna Kanta (Doktoravhandlinger ved NTNU, 1503-8181; 2006:41, Doctoral thesis, 2006)The need for tunnelling in Nepal, as in the Himalayan region in general, is enormous, particularly for hydropower development. Due to active tectonic movement and dynamic monsoon, the rock mass in the Himalaya is relatively ... -
Analysis of Squeezing Phenomenon in the Headrace Tunnel of Chameliya Project, nepal
Basnet, Chhatra Bahadur; Shrestha, Pawan Kumar; Panthi, Krishna Kanta (Journal article; Peer reviewed, 2013)The headrace tunnel of Chameliya Hydroelectric Project, Nepal has faced severe squeezing problems from chainage 3+100m to 3+900m. Due to the severe squeezing and deformation, the tunnel cross section has narrowed considerably ... -
Analysis of the Deformation Behavior at the Underground Caverns of Neelum Jhelum HPP, Pakistan
Vestad, Magni Larsen (Master thesis, 2014)Many risks and challenges are associated with large scale underground projects. Stability issues are typically related to high stresses around the opening. Excavations will change the existent stress regime in the ground, ... -
Analysis of the measured pore pressure and hydraulic data from Roskrepp hydropower plant
Ghimire, Sanyam (Master thesis, 2023)There is change in operational regime of hydropower power plants in Norway after deregulation of energy markets and recent integration of renewable and unregulated energy sources such as wind and solar in an energy mix. ... -
Analysis of the plastic deformation behavior of schist and schistose mica gneiss at Khimti headrace tunnel, Nepal
Shrestha, Pawan Kumar; Panthi, Krishna Kanta (Journal article; Peer reviewed, 2014)The Khimti headrace tunnel experienced instability related to tunnel deformations in several tunnel stretches through mica schist and schistose mica gneiss rock mass. The monitored convergence pattern indicated that the ... -
Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects
Basnet, Chhatra Bahadur; Panthi, Krishna Kanta (Journal article; Peer reviewed, 2018)Norwegian hydropower industry has more than 100 years of experiences in constructing more than 4000 km-long unlined pressure shafts and tunnels with maximum static head of 1047 m (equivalent to almost 10.5 MPa) reached at ... -
Analysis on the Dynamics of Burst Debris Flood at the Inclined Pressure-Shaft of Svandalsflona Hydropower Project, Norway
Panthi, Krishna Kanta (Journal article; Peer reviewed, 2014)Longterm stability of the waterway system of the hydropower plants is crucial and should not be underestimated. The compromise may result in severe economic consequences related to revenue loss caused by the plant closedown ... -
Analysis on the extent of water inflow in the tunnel system of SmiSto Hydropower Project in Nordland
Haugerud, Haakon Jørlo (Master thesis, 2020)SmiSto vannkraftprosjekt, som bygges ut ved Gjervalenfjorden i Nordland, er et nytt bidrag til vannkraftindustrien i Norge. Ved drivingen av tunnelsystemene har det vært betydelige problemer knyttet til innlekkasje av vann ... -
Analysis on the pre-injection grout consumption at Strindheim Road Tunnel Project, Trondheim, Norway
Panthi, Krishna Kanta (Chapter, 2014)The improvement of road quality by introducing a road tunnel is one of the principles used in both urban areas and other major highway system in Norway. In general, due to good quality rocks, the tun-nels constructed here ... -
Assessment of minimum principal stress and potential hydraulic jacking at Løkjelsvatn Hydropower Project
Andreassen, Erlend (Master thesis, 2021)Løkjelsvatn kraftverk er et nytt og moderne kraftverk som bygges ut i Litledalen i Etne kommune, Vestland. Med sin ferdigstillelse vil kraftverket sammen med eksisterende anlegg i dalen øke den totale kraftproduksjonen i ... -
Assessment of the effect of stress anisotropy on tunnel deformation in the Kaligandaki project in the Nepal Himalaya
Shrestha, Pawan Kumar; Panthi, Krishna Kanta (Journal article; Peer reviewed, 2015)Most of the analytical approaches that are available for assessing plastic deformation in tunnels that pass through weak, schistose, and foliated rock masses assume an isostatic stress state. However, in situ stresses are ... -
Assessment on plastic deformation at the powerhouse cavern and tailrace tunnel of Andhikhola Hydroelectric Project
Chaudhary, Bikash (Master thesis, 2020)There are several risks and challenges associated with underground excavation especially in case of weak and schistose rock mass. One of the major instability issues is the high induced stress around the excavation boundary. ... -
Assessment on stress induced instability in a tunnel project of the Himalaya
Panthi, Krishna Kanta (Chapter, 2011)In the Himalaya, the majority of long tunnels face severe tunnel instability problems. One of the major instability is related to rock stresses. The headrace tunnel of Parbati II hydroelectric project is one of the long ... -
Assessment on the 2014 Jure Landslide in Nepal – a disaster of extreme tragedy
Panthi, Krishna Kanta (Peer reviewed; Journal article, 2021)The landslides kill many people every year in Nepal and in the Himalayan region, which devastates society in the local area. A famous living memory of an example of landslide induced devastation was the landslide at Tinau ... -
Assessment on the Decisive Parameters for Open Pit Slopes – A contribution based on a mine in hard rock environment
Cárdenas, Mario Morales (Doctoral theses at NTNU;2018:35, Doctoral thesis, 2018)Rock slope stability has been one of the major operational and safety challenges in the open pit mines throughout the world. Steeper slope angles provide a higher revenue and less waste material. Gentle slope angles are ... -
Assessment on the hydrogeological condition of an open pit mine based on piezometric measurements
Morales, Mario Orlando Cardenas; Panthi, Krishna Kanta; Rostad, Ragnhild; Holmøy, Kristin Hilde; Botsialas, Konstantinos (Journal article; Peer reviewed, 2019)Understanding groundwater and flow pattern behavior in a given mine site is generally based on accepted theory related to flow through porous granular media. The existence of discontinuities within the rock mass alters the ...