H-BEARING PILES IN LIMESTONE AND CLAY SHALES.

被引:0
作者
Ashton, William D.
Schwartz, Paul H.
机构
来源
American Society of Civil Engineers, Journal of the Geotechnical Engineering Division | 1974年 / 100卷 / GT7期
关键词
BRIDGE PIERS - BRIDGES; RAILROAD; -; CLAY; FOUNDATIONS; Piles; LIMESTONE;
D O I
暂无
中图分类号
学科分类号
摘要
A pile test program was used to finalize the foundation design for railroad bridge piers founded on H-bearing piles driven through alluvial and glaciofluvial deposits into bedrock of the Pennsylvanian system. Twenty-four test piles were driven for length determination and 14 piles were extracted to check for damage during driving. The design bearing capacity was verified with 10 static load tests.
引用
收藏
页码:787 / 806
相关论文
empty
未找到相关数据