摘要
桩锚支护体系是近年来随着基坑工程的发展而发展起来的一种新型支护结构,因其工程适用性强而被广泛地运用于岩土工程施工中。但是目前有关基坑桩锚支护体系的理论研究往往无法满足现场施工技术的改进,很多以诸多假定为前提的计算模型并不能真实地反映基坑桩锚支护结构与土层之间的关系,以及桩锚支护体系本身的受力和变形特征等。本文以武汉市东湖春树里基坑支护工程项目为例,对该工程深基坑桩锚支护体系的结构受力及变形状况进行了ANSYS有限元数值模拟和分析,同时运用混合遗传算法研究分析了基坑支护相关的参数和约束条件,并对该基坑桩锚支护体系的结构进行了优化设计。
Anchor pile support system is a kind of new supporting structure that has risen in recent years and it is widely used due to its strong adaptability. However, the relevant theories cannot meet the im- provement of on-site construction technology, and the calculation models based on hypotheses cannot re- flect the relationship between the pile anchor support system and soil, and the characteristics of the stress and deformation of the system. Taking a typical foundation support project of Chunshuli in Wuhan City as an example, this paper analyzes the structure and characteristics of the pile anchor support system of deep foundation, makes the ANSYS simulation for the stress and deformation of the system, studies the param- eters and constraints of the system by genetic algorithm, and optimizes the design of its structure.
出处
《安全与环境工程》
CAS
北大核心
2012年第1期124-128,共5页
Safety and Environmental Engineering
