Optimal Calculation Method for Buried Depth of Ground Anchor of Carrying Rope of Material Ropeway of Transmission Line
-
Published:2022-04-01
Issue:1
Volume:2239
Page:012009
-
ISSN:1742-6588
-
Container-title:Journal of Physics: Conference Series
-
language:
-
Short-container-title:J. Phys.: Conf. Ser.
Author:
Chen Liu,Yongzhong Huang,Lianmao Li,Fei Wang,Huazhong Chen
Abstract
Abstract
The article adopts the soil weight method to propose an optimized calculation method for the buried depth of the ground anchor of carrying rope of material ropeway of transmission line, considering the shallow burial and deep burial situations. In the case of different soil types and conditions, the angle between the carrying rope and the horizontal ground, etc., a calculation process was designed to determine the minimum buried depth of ground anchor that meets the requirements of anti-pulling stability. The calculation result meets the construction safety requirements of ground anchor burying, and provides a calculation basis for the construction of ground anchor burying of carrying rope of material ropeway of transmission line.
Subject
General Physics and Astronomy
Reference18 articles.
1. Standardized Construction Scheme for Aerial Ropeway of Electric Transmission Line Engineering;Sun;Electric Power Construction,2011
2. The current state of research on rock and soil anchoring theory;Lewen;Rock and Soil Mechanics,2002
3. Behaviour of ground anchors in stiff clays;Evangelista;Revue Française de Géotechnique,1978