摘要
针对深基坑桩锚支护结构工程的施工特点,提出采用增量法对深基坑桩锚支护结构进行设计研究,把深基坑因开挖引起的桩体位移这一非线性问题用近似的线性方法解决,用一系列线性的分段折线去代替非线性曲线.考虑到基坑开挖过程中桩锚支护结构位移的影响,推导出基于桩体位移的土压力模型的位移计算公式,再运用迭代法对每步求出的桩体位移量进行修正,避免增量法计算产生的误差累计叠加.结合工程实例,把上述方法用Matlab编制成计算程序,将计算结果与有限元模拟软件Plaxis的模拟结果以及常规增量法对比分析,结果表明,用提出的简化方法计算桩体位移更加接近工程实际,较常规增量法更为准确.
According to construction characteristics of deep foundation pile anchor retaining structure engineering,an incremental method to design and investigate the deep foundation pile anchor retaining structure is proposed.The nonlinear problem of pile displacement caused by excavation is solved approximately by the linear method,namely,the nonlinear curves are replaced by a series of segmented linear lines.By taking into account the influence of displacement of pile anchor retaining structure during excavation of the base pit,a displacement calculation formula for the soil pressure model based on the pile displacement has been derived.Then the pile displacement calculated in each step is revised by an iterative method,so as to avoid the error accumulation caused by incremental method.Combined with an engineering example,the above proposed method is programmed with MATLAB,and corresponding calculated results are compared directly with those predicted by both finite element simulation software PLAXIS and the conventional incremental method,the correctness and rationality of the method are verified.The proposed simplified method is closer to engineering practice and predictions by the method are more accurate than those by conventional incremental method.
作者
周勇
张昆玉
ZHOU Yong;ZHANG Kun-yu(Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province, Lanzhou Univ. of Tech., Lanzhou 730050, China;The Western Engineering Research Center of Disaster Mitigation in Civil Engineering, The Ministry of Education, Lanzhou Univ. of Tech., Lanzhou 730050, China)
出处
《兰州理工大学学报》
CAS
北大核心
2020年第3期116-121,共6页
Journal of Lanzhou University of Technology
基金
国家自然科学基金(51568042)
教育部长江学者和创新团队发展计划(IRT_17R51)。
关键词
深基坑
桩锚支护
增量迭代法
位移土压力
桩体位移
deep excavation
pile anchor retaining
incremental iterative method
displacement earth pressure
pile displacement
