浅析新、旧规范单桩竖向承载力的确定
천석신、구규범단장수향승재력적학정
ANALYSIS ON THE DETERMINAION OF VERTICAL LOAD-BEARING CAPACITY OF SINGLE PILE WITH NEW AND OLD REGULATIONS
  • 万方数据
    岩土工程界 암토공정계
    GEOTECHNICAL ENGINEERING WORLD
    2001年 3期 42-43 ,共2页

    姬立君%李爱群%赵恩山

    희립군%리애군%조은산

    单桩竖向承载力%安全系数法%极限状态法 單樁豎嚮承載力%安全繫數法%極限狀態法
    단장수향승재력%안전계수법%겁한상태법
    vertical load-bearing capacity of single pile%safe coefficent method%limit state method
    通过桩基础新、旧规范对比的论述，指出了在以静压法确定单桩承载力时，旧规范存在着的不足及新规范具有的优点。
    통과장기출신、구규범대비적논술，지출료재이정압법학정단장승재력시，구규범존재착적불족급신규범구유적우점。
    By comparison with new and old regulations of pile foundation, the paper points out faults of old regulations and advantages of new regulations when static pressure method is used to determine load-bearing capacity of single pile.
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