Search Results - subject:"Factor of Safety"

CALCULATION OF COMPANY COSTS THROUGH THE DIRECT-COSTING CALCULATION METHOD

DIMA, Florin-Constantin - In: CrossCultural Management Journal (2013) 3, pp. 15-21

The cost of production has as its starting point the purchase cost of raw materials and consumables, as well as their processing cost and the calculation of the production cost involves complex aspects. This article is based on the two major concepts of costs calculation, namely the concept of...

Persistent link: https://www.econbiz.de/10011079791

CALCULATION OF COMPANY COSTS THROUGH THE DIRECT-COSTING CALCULATION METHOD

DIMA, Florin-Constantin - In: CrossCultural Management Journal (2013) 28, pp. 38-44

Persistent link: https://www.econbiz.de/10010682826

The Effects of Vertical Stress on the Liquefaction Potential Originated from Buildings in The Urban Areas: A Case Study

Ozcelik, Mehmet - In: International Journal of Geotechnical Earthquake … 8 (2017) 1, pp. 38-57

Main purpose of this paper is to study the influence of vertical stress on soil liquefaction in urban areas. The literature provides limited information on vertical stress analysis of multiple footings, and, as a result, there is no accurate way to account for the effect of the foundation depth...

Persistent link: https://www.econbiz.de/10012044997

Assessment of rainfall-induced shallow landslides in Phetchabun and Krabi provinces, Thailand

Ono, Keisuke; Kazama, So; Ekkawatpanit, Chaiwat - In: Natural Hazards 74 (2014) 3, pp. 2089-2107

western part of the catchment had the lowest factor of safety (F <Subscript>S</Subscript>) value, whereas the Krabi results …

Persistent link: https://www.econbiz.de/10011151656

Spectral discrimination of Recent sediments around Bhuj, India, using Landsat-TM data and assessment of their vulnerability to seismicity-related failures

Ramakrishnan, D. - In: Natural Hazards 70 (2014) 1, pp. 485-499

penetration test values. The evaluated factor of safety for these soils varies from 0.43 to 1.7 for a peak ground acceleration of … 0.38. Finally, a liquefaction susceptibility map is prepared by integrating results on alluvium distribution, factor of … safety, and depth to water table. Copyright Springer Science+Business Media Dordrecht 2014 …

Persistent link: https://www.econbiz.de/10010758827

Spatial Deterministic Modelling of Landslide in Chamoli Area

Bhatt, Pradeep Kumar; Ray, P.K. Champati; Naithani, Suneet - In: Journal of Studies in Dynamics and Change (JSDC), ISSN: … 1 (2014) 6, pp. 247-253

landslides. It includes the derivation of input parameters from remotely sensed data with limited field check. Factor of safety …

Persistent link: https://www.econbiz.de/10011272051

Improving basin scale shallow landslide modelling using reliable soil thickness maps

Segoni, Samuele; Rossi, Guglielmo; Catani, Filippo - In: Natural Hazards 61 (2012) 1, pp. 85-101

a slope stability model. Validation quantifies how errors in soil thickness influence the resulting factor of safety and …

Persistent link: https://www.econbiz.de/10010846545

Soil liquefaction studies at Mumbai city

Dixit, Jagabandhu; Dewaikar, D.; Jangid, R. - In: Natural Hazards 63 (2012) 2, pp. 375-390

from standard penetration test. The liquefaction susceptibility is quantified in terms of factor of safety along the … the soil to withstand the load. The factor of safety against liquefaction is evaluated at different sites for two peak … display the factor of safety at different depths for earthquake magnitude of M <Subscript>w</Subscript> 6.5. These contour …

Persistent link: https://www.econbiz.de/10010997024

Seismic yield accelerations of MSW landfills by pseudo-dynamic approach

Choudhury, Deepankar; Savoikar, Purnanand - In: Natural Hazards 56 (2011) 1, pp. 275-297

are developed for factor of safety against base sliding and seismic yield acceleration for these three typical landfill … influence of vertical seismic acceleration on factor of safety against base sliding and yield acceleration is reported …

Persistent link: https://www.econbiz.de/10010759021

Evaluating cut slope failure by numerical analysis—a case study

Singh, T.; Gulati, A.; Dontha, L.; Bhardwaj, V. - In: Natural Hazards 47 (2008) 2, pp. 263-279

Slope failure is very common phenomenon in hilly regions, especially in young techno active mountainous like Himalayas. It is hazardous because of the accompanying progressive movement of the slope-forming material. In order to minimize the landslide effects, slope failure analysis and...

Persistent link: https://www.econbiz.de/10010995571