Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › статья в сборнике материалов конференции › научная › Рецензирование
Investigations of north Caucasus landslides and antilandslide design development. / Shadunts, K. S.; Matsiy, S. I.; Zhirov, A. I.; Zabuldin, B. V.
Engineering geology and the environment. Proc. symposium, Athens, 1997, vol.1. vol.1. ред. 1997. стр. 1037-1041.Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › статья в сборнике материалов конференции › научная › Рецензирование
}
TY - GEN
T1 - Investigations of north Caucasus landslides and antilandslide design development
AU - Shadunts, K. S.
AU - Matsiy, S. I.
AU - Zhirov, A. I.
AU - Zabuldin, B. V.
N1 - Copyright: Copyright 2004 Elsevier Science B.V., Amsterdam. All rights reserved.
PY - 1997
Y1 - 1997
N2 - Landslides in the North Caucasus occur in rocks of different geological age and types. Landslide processes are attributed to the clay rocks of certain horizons - from loams of Quaternary age to shales of the middle Jura. The specific character of a landslide in clay rocks of different lithification degree is that as the surface layer is displaced a new sliding surface is formed. One of the landslides has destroyed oil-pipeline. The landslide massif is frontier, its length - 140-210m, width -320m, slope angle - up to 35°. To stabilise the landslide antilandslide measures have been developed and they include: 1) the supporting construction which presents a pile row (800mm in diameter) placed at the bottom side of the pipeline shelf; 2) original anchor constructions supporting surface hearths; 3) river anti-wash-out measures, involving overflow dam constructions of large stone and anchored brushwood bundles.
AB - Landslides in the North Caucasus occur in rocks of different geological age and types. Landslide processes are attributed to the clay rocks of certain horizons - from loams of Quaternary age to shales of the middle Jura. The specific character of a landslide in clay rocks of different lithification degree is that as the surface layer is displaced a new sliding surface is formed. One of the landslides has destroyed oil-pipeline. The landslide massif is frontier, its length - 140-210m, width -320m, slope angle - up to 35°. To stabilise the landslide antilandslide measures have been developed and they include: 1) the supporting construction which presents a pile row (800mm in diameter) placed at the bottom side of the pipeline shelf; 2) original anchor constructions supporting surface hearths; 3) river anti-wash-out measures, involving overflow dam constructions of large stone and anchored brushwood bundles.
UR - http://www.scopus.com/inward/record.url?scp=0031432289&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0031432289
SP - 1037
EP - 1041
BT - Engineering geology and the environment. Proc. symposium, Athens, 1997, vol.1
ER -
ID: 70039417