摘要
针对岩溶地区较普遍的石笋（芽）地基、风化岩石地基地质条件，结合现行设计规范及已建工程试验资料，讨论垂直荷载作用嵌岩桩、横向荷载作用下嵌岩桩、扩底桩以及桩底加设锚杆等有关桩（墩）基础的端部设计问题。
In view of the geological conditions of rocky shoots and decomposed rock ground typical of karst areas,considering the current designing norm and based on the engineering tests,the authors discuss the bottom designing problems of the pile pier foundation when inlaying rock ,belled and anchor pile undes vertical and horizontal load.
出处
《贵州工业大学学报（自然科学版）》
CAS
1998年第4期35-40,共6页
Journal of Guizhou University of Technology(Natural Science Edition)
基金
贵州工业大学校院基金
