摘要
根据百余根钻孔灌注桩现场静载试验资料[1],总结了钻孔灌注长桩的静载试验曲线(荷载P、沉降S、时间t)的主要类型及其特征;讨论与之相关的破坏规律和极限承载力判定方法、影响因素;提出根据桩长和长径比判定为长桩的大致标准;就长桩的合理尺寸和沉降控制提出新的看法和建议。
Based on the results of over one hundred long bored piles in situ tests,three main styles of the P S and S lg t curves are concluded. The damage mechanism and limit bearing capacity are also discussed. According to the length and the ratio of length to diameter,the long bored piles are defined. In the end ,the authors provide the reasonable size and settlement controlling standard,as well as suggest how to strengthen the long bored piles.
出处
《铁道学报》
EI
CAS
CSCD
北大核心
1998年第4期93-97,共5页
Journal of the China Railway Society
基金
国家自然科学基金