摘要
《高层建筑岩土工程勘察规程》(JGJ72-2004)提出用原位测试参数估算群桩基础最终沉降量的规定,这比用传统的土工试验压缩模量计算沉降量既快又经济节省,很值得推广应用。
Using static sounding in situ test parameters to impute final settlement of pile group toundation, which is put forward in high architecture geotechnical engineering reconnaissance regulations （JGJ72 - 2004）, is worth widely spreading for it has some advantages comparing with traditional geotechnical test.
出处
《林业科技情报》
2006年第3期106-107,共2页
Forestry Science and Technology Information
关键词
最终沉降量
沉降经验系数
锥尖阻力
应力衰减系数
深度修正系数
finac settlement
settlement experience coefficient
prick resistance
pressure attenuation coefficient
depth correctional coefficient
