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contributor authorTzenko Tzenkov
contributor authorSlaveiko Gospodinov
date accessioned2017-05-08T21:31:21Z
date available2017-05-08T21:31:21Z
date copyrightMay 2003
date issued2003
identifier other%28asce%291527-6988%282003%294%3A2%2878%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54703
description abstractThe theoretical basis of geodetic data geometric analysis for the purpose of investigating the 3D deformations of landslides is presented. A major source of empirical information on the landslide dynamics is the set of results from multiple geodetic measurements. For this purpose, a combined angular-linear and leveling network of triangles that do not overlap has been constructed in the study area. Two of the main lines of the network coincide with the lines of Bulgaria’s national leveling network classes I and II. Deformation calculations have been made on the assumption of the quasi-homogeneous character of the landmasses. The deformation parameters are represented by the elements of the middle tensor of homogeneous media deformation. The spatial deformations are determined using the method of mean strain tensors for homogenous media. A data model has been developed and turned into a computer software. The system was applied in the geodetic investigation of a landslide near the Orsoja village in the region of the Danube River, Northwest Bulgaria.
publisherAmerican Society of Civil Engineers
titleGeometric Analysis of Geodetic Data for Investigation of 3D Landslide Deformations
typeJournal Paper
journal volume4
journal issue2
journal titleNatural Hazards Review
identifier doi10.1061/(ASCE)1527-6988(2003)4:2(78)
treeNatural Hazards Review:;2003:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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