摘要
在抗滑桩上设置测斜管,对抗滑桩的侧向位移进行监测,然后用测斜数据来反演分析抗滑桩的内力,再与抗滑桩的设计内力相比较,就可以知道抗滑桩的工作状态。抗滑桩的工作状态可分为安全、临界安全、非安全3种状态,安全状态下抗滑桩尚有一定的安全余度;临界安全状态下抗滑桩完全发挥了作用,处于最经济的设计安全余度,需要加强监测,密切关注下一步发展;非安全状态下抗滑桩达不到设计的安全要求,可能出现抗滑桩的破坏,必须加强监测,必要时实施新的加固措施。对工程实际中的抗滑桩进行监测,由测斜数据反演分析可知,抗滑桩处于安全工作状态。
The lateral displacements of anti-slide piles are monitored using inclinometer.The internal forces of anti-slide piles were estimated through back analysis of the lateral displacement and then compared with the design internal forces.The operation state of the anti-slide piles could be deduced from the internal forces,which may be divided into the stable state,the limit security state and the instable state.In the stable state,the anti-slide pile still contains certain margin of safety;in the limit state,the anti-slide pile fully plays its role,and it is in the critical state of invalidation;in the instable state,the anti-slide piles cannot meet the required standard,which may lead to the failure of the anti-slide,therefore,the monitoring should be strengthened and the new reinforcement measure is needed.The anti-slide piles in project are in the stable state by back analysis based on data.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2009年第A02期3591-3596,共6页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金资助项目(40672185
40502026)
浙江省重大科技专项社会发展重点项目(2006C13027)
关键词
桩基工程
测斜数据
抗滑桩
反演分析
工作状态
pile foundations
inclinometer data
anti-slide pile
back analysis
operation state