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模拟地震环境土钉墙基坑支护设计研究
A STUDY ON THE DESIGN OF BASE PIT SUPPORTER OF SOIL BOLT WALL OF SIMULATED SEISMIC ENVIRONMENT
【摘要】 根据土体边坡滑动面破坏模式,拟静力法,在稳定性模型的假定条件下,建立地震作用下土钉支护边坡稳定性模型,并对云南映象中水处理厂的基坑土钉墙支护进行了计算,得到满意结果。
【Abstract】 According to the slide damage model of soil side slope,simulated statics method,under the supposed condition of stability model,we have established the stability model in seismic activity and had the satisfactory result.
【关键词】 地震条件;
土钉墙边坡;
基坑支护;
稳定性模型;
云南中水处理厂;
【Key words】 Seismic Condition; Side Slope of Soil Bolt Wall; Base Pit Supporter; Stability Model; Yunnan Factory of Mid-Water Processing;
【Key words】 Seismic Condition; Side Slope of Soil Bolt Wall; Base Pit Supporter; Stability Model; Yunnan Factory of Mid-Water Processing;
- 【文献出处】 云南地质 ,Yunnan Geology , 编辑部邮箱 ,2010年03期
- 【分类号】TU476
- 【下载频次】29