摘要
在冲孔灌注桩的桩身内埋设量测元件 ,通过两根试桩的单桩竖向静载荷试验资料 ,分析了冲孔灌注桩在昔格达泥岩中的竖向承载性状 。
Based on the experimental information of the single-pile static axlial load tests on two test piles, the vertical bearing behavior of cast-in-place piles instrumented with a strain of meters in soft mudstone is analyzed, which provides reference to reasonable selection of pile type and orientation of construction in such rock.
出处
《西南科技大学学报》
CAS
2003年第2期5-8,共4页
Journal of Southwest University of Science and Technology