DocumentCode
2827738
Title
Study on the impact of rock and soil properties on pre-stressed cable´s anchoring force loss
Author
Jia, Hong-jun
Author_Institution
Dept. of Resource & Civil Eng., Shandong Univ. of Sci. & Technol., Taian, China
fYear
2011
fDate
15-17 July 2011
Firstpage
7765
Lastpage
7770
Abstract
Anchoring effect of pre-stressed anchor cable´s mechanism is complicated, the factors that influence pre-stressed anchoring effects are numerous. The anchoring load loss has close relations with rock and soil properties , material character , quality of anchor clamp , construction technology , operate and management level and so on, but the nature of anchored rock and soil properties is one of the most important factor that affect the anchoring effect. Through various means and methods such as geological survey, experimental research, numerical simulation, theoretical analysis, and combined with pre-stressed anchor and other project examples, this paper carries out some Analyses and research on anchoring loss of pre-stressed cable cased by solid rock, weak rock , broken rock and soil body.
Keywords
anchors; cables (mechanical); clamps; construction; rocks; soil; anchor clamp quality; anchoring force loss; anchoring load loss; broken rock; construction technology; experimental research; geological survey; material character; numerical simulation; prestressed anchor cable mechanism; prestressed anchoring effects; prestressed cable; rock property; soil body; soil property; solid rock; theoretical analysis; weak rock; Creep; Force; Loss measurement; Power cables; Rocks; Soil; Steel; anchorage force; loss; pre-stressed cable; rock and soil properties;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988852
Filename
5988852
Link To Document