西北水电Issue(2)：37-43,7.DOI:10.3969/j.issn.1006-2610.2015.02.010
扶壁式挡土墙控制工况探讨
Study on Control Conditions of Counterfort Retaining Wall
丁燕 1高徐军 1葛苗苗 2韩文斌1
作者信息
- 1. 中国电建集团西北勘测设计研究院有限公司，西安 710065
- 2. 西安理工大学岩土工程研究所，西安 710048
- 折叠
摘要
Abstract
With the different height of the backfilling soil of the counterfort retaining wall in the flood control project in Baihe County down-town as the study subject and by application of Lizheng geotechnical software and ANSYS 3D finite element software, safety factors and stress variation of the counterfort retaining wall at various conditions are calculated.Furthermore, the water level drop range ratio is introduced.sta-bility and action of the counterfort retaining wall in condition of the water level prompt drop are analyzed accordingly.In consideration of im-pacts on the retaining wall by its general stability as action, the control condition of the counterfort retaining wall is judged.The calculation shows that the control condition of the counterfort retaining wall is related to the soil backfilling height.When the height of soil backfilling be-hind the retaining wall is the same as the retaining wall height, its control condition is the one of water level prompt drop.When the cantile-ver at the top of the retaining wall occurs, stability of the retaining wall is better.In condition of high water level before the retaining wall a-vailable, the tensile stress of the wall increases rapidly.The control condition of the retaining wall is the check flood level.Based on this, the control condition of the retaining wall can be determined.关键词
扶壁式挡土墙/水位骤降/安全系数/控制工况/拉应力Key words
counterfort retaining wall/water level prompt drop/safety factor/control condition/tensile stress分类
建筑与水利引用本文复制引用
丁燕,高徐军,葛苗苗,韩文斌..扶壁式挡土墙控制工况探讨[J].西北水电,2015,(2):37-43,7.
