岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
9期
2521-2526
,共6页
黎冰%郑翔%高玉峰%沙成明%邱月
黎冰%鄭翔%高玉峰%沙成明%邱月
려빙%정상%고옥봉%사성명%구월
吸力式沉箱基础%最佳荷载作用点%砂土%抗拔%承载力
吸力式沉箱基礎%最佳荷載作用點%砂土%抗拔%承載力
흡력식침상기출%최가하재작용점%사토%항발%승재력
suction caisson foundation%optimal load attachment point%sand%uplift%bearing capacity
通过一系列模型试验研究了倾斜荷载作用下吸力式沉箱基础的最佳作用点位置,试验中考虑了荷载作用点、荷载作用角度和长径比3个重要因素。基于模型试验得到的荷载-位移曲线,采用合适的破坏标准确定了各工况下吸力式沉箱基础的抗拔承载力,根据承载力的变化规律分析确定了吸力式沉箱基础的最佳作用点位置。结果表明,荷载作用角度对吸力式沉箱基础承载力的影响显著,当荷载水平作用于基础时,其承载力最大。荷载作用点位置对吸力式沉箱基础承载力的影响取决于荷载作用角度的大小,当荷载作用角度较小时,荷载作用点位置的影响显著,且最佳作用点位置位于沉箱高度的2/3~3/4处;当荷载作用角度较大时,荷载作用点位置的影响很小,可以忽略。结合荷载与吸力式沉箱基础的转角关系,分析了荷载水平作用于最佳作用点下吸力式沉箱基础的破坏模式。
通過一繫列模型試驗研究瞭傾斜荷載作用下吸力式沉箱基礎的最佳作用點位置,試驗中攷慮瞭荷載作用點、荷載作用角度和長徑比3箇重要因素。基于模型試驗得到的荷載-位移麯線,採用閤適的破壞標準確定瞭各工況下吸力式沉箱基礎的抗拔承載力,根據承載力的變化規律分析確定瞭吸力式沉箱基礎的最佳作用點位置。結果錶明,荷載作用角度對吸力式沉箱基礎承載力的影響顯著,噹荷載水平作用于基礎時,其承載力最大。荷載作用點位置對吸力式沉箱基礎承載力的影響取決于荷載作用角度的大小,噹荷載作用角度較小時,荷載作用點位置的影響顯著,且最佳作用點位置位于沉箱高度的2/3~3/4處;噹荷載作用角度較大時,荷載作用點位置的影響很小,可以忽略。結閤荷載與吸力式沉箱基礎的轉角關繫,分析瞭荷載水平作用于最佳作用點下吸力式沉箱基礎的破壞模式。
통과일계렬모형시험연구료경사하재작용하흡력식침상기출적최가작용점위치,시험중고필료하재작용점、하재작용각도화장경비3개중요인소。기우모형시험득도적하재-위이곡선,채용합괄적파배표준학정료각공황하흡력식침상기출적항발승재력,근거승재력적변화규률분석학정료흡력식침상기출적최가작용점위치。결과표명,하재작용각도대흡력식침상기출승재력적영향현저,당하재수평작용우기출시,기승재력최대。하재작용점위치대흡력식침상기출승재력적영향취결우하재작용각도적대소,당하재작용각도교소시,하재작용점위치적영향현저,차최가작용점위치위우침상고도적2/3~3/4처;당하재작용각도교대시,하재작용점위치적영향흔소,가이홀략。결합하재여흡력식침상기출적전각관계,분석료하재수평작용우최가작용점하흡력식침상기출적파배모식。
A series of model tests are conducted to study the optimal load attachment point for the suction caissons embedded in sands under inclined loading. The factors of load attachment point, loading angle and length to diameter ratio are considered. Based on the load-displacement curves obtained from model tests, the uplift bearing capacity of suction caisson foundations are determined by a suitable failure criterion. Then the optimal load attachment point is obtained by the analysis of the variation of uplift bearing capacity of suction caisson foundations. It is found that the loading angle has a significant role in the uplift beraring capacity of suction caisson foundations;and the maximum uplift bearing capacity will occur when the loading is in the horizontal direction. The effect of load attachment point on the uplift bearing capacity of suction caisson foundations depends on the magnitude of loading angle. The load attachment point has great effect on the uplift bearing capacity of suction caisson foundations when the loading angle is relatively small. The attachment point associated with the maximum uplift bearing capacity is located at approximately 2/3-3/4 of the suction caisson length from the top;otherwise, it can be neglected. Based on the relationship between load and rotation degree of suction caisson, the failure model of suction caisson foundation under horizontal loading acted on the optimal load attachment point is analyzed.