摘要
以山东东营某工程为例,基于黄河冲洪积地层试桩试验成果,对试桩试验、试桩单桩极限承载力实测值与预估值相差较大(6.36%～20.19%)的原因进行分析。建立在相同桩顶标高(-5.7m)条件下单桩极限承载力实测平均值与桩底标高(可以换算成桩长)的关系曲线,对工程桩桩基承载力设计方法进行优化。根据桩基检测结果,优化后的工程桩在相同桩长、桩径条件下单桩极限承载力实测值与预估值承载力相比提高约10%,达到发掘地质条件的潜力、减少桩数、节省工程造价的目的。相关试验方法、优化桩基承载力设计的方法可为类似地质条件的工程设计及建立区域桩基承载力数据库提供借鉴。
Taking a project in Dongying as an example,and based on the test results of test piles in the Yellow River flood alluvial formation,the relation curve between the measured average value of the ultimate bearing capacity of single pile and the height of the pile bottom(which can be converted into pile length)under the condition of the same pile top elevation(-5.7m)is set up.Analysis is made of the test pile test and the big difference(6.36%~20.19%)between the measured value and the predicted value of the ultimate bearing capacity of the single pile.The reasons and the optimal design method of pile foundation bearing capacity are introduced.According to the test results of the pile foundation,the measured value of the ultimate bearing capacity of the single pile under the same length and diameter of the pile is about 10%greater than the predicted bearing capacity,which can exploit the potential of the geological conditions,reduce the number of piles and save the cost of the project.Relevant test methods and methods of optimizing the pile bearing capacity design can provide reference for engineering design under similar geological conditions and the establishment of regional pile bearing capacity database.
作者
黄薛
曾纯品
雷炳霄
郭长恩
HUANG Xue;ZENG Chunpin;LEI Bingxiao;GUO Changen(Shandong Provincial Bureau of Geology and Mineral Exploration and Development 801 Hydrogeology andEngineering Geology Brigade,Jinan Shangdong 250014,China;Shangdong Geo-engineering Exploration Institute,Jinan Shandong 250014,China)
出处
《探矿工程（岩土钻掘工程）》
2019年第2期75-79,共5页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
黄河冲洪积地层
钻孔灌注桩
桩基承载力
flood alluvial strata in the Yellow River
bored cast-in-place
bearing capacity of pile foundation
