Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River
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Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River
Vol. 30, Issue S2, (2009)
作者机构:
西北电力设计院,西安,710032
作者简介:
基金信息:
DOI:
CLC:TV223.1
Online First:21 June 2011,
Published:2009
稿件说明:
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YAN Zhi-hua, LIU Zhi-wei, LIU Hou-jian. Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River[J]. 2009, 30(S2).
DOI:
YAN Zhi-hua, LIU Zhi-wei, LIU Hou-jian. Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River[J]. 2009, 30(S2).DOI:
Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River
A slope of a power plant is located in the II and IV-class terraces of Yellow River; its maximum height is 55 m. The slope is composed of Pleistocene loess
silt
sand and gravel layer and lower Pleistocene pebble gravel layers. The basic earthquake intensity of the site is 8-magnitude. The loess has collapsibility. The construction of the power plant and the operation of cooling towers and other buildings will make the moisture content of the soil have a certain increase. Contrapose the features of the slope
mechanical parameters of soil under multi-rate of water content are obtained through investigation
multi-working conditions are chosen for the slope design. Only based on the understanding of the slope characteristics and deformation and failure mode
selecting suitable parameters of reasonable working conditions
can the slope design meet the engineering practice