摘要
预应力锚杆以抗拔力、截水帷幕及微型桩以抗剪强度共同提高了复合土钉墙的整体稳定性。叠加这些复合构件的抗力作用并对组合效果进行折减,是复合土钉墙整体稳定性验算目前最成熟有效的方法。验算公式的关键是土、土钉及各复合构件分项抗力系数(抗力系数即构件抗力产生的抗滑力矩与土体下滑力矩之比)的折减系数。折减系数是经验数值,可按一定的假设条件从实际工程数据反算整理得出。对多个接近临界稳定状态基坑的分析研究及数百个基坑的验证结果表明:这些复合构件单独及共同与土钉墙作用时,折减系数存在着合理范围,分别为预应力锚杆0.5～0.7、截水帷幕0.3～0.5及微型桩0.1～0.3。此外,土体和土钉的分项抗力系数之和(不计其它构件作用)存在着合理下限,大致为0.86～0.97,如果在满足整体稳定性安全系数的同时满足此条件,复合土钉墙基坑位移一般不大。
The prestressed anchors by pull-out resistance, cut-offcurtains and mini-piles by shear strength together improve the overall stability of composite soil nailing walls. At present, it is the most mature and effective method for calculating the overall stability, which accumulates and reduces the resistance of these composite components. The key to the formulae is the reduction coefficient of breakdown resistance coefficient produced by the soil resistance, soil nails and composite components （the resistance coefficient is the ratio of the resisting torque produced by the components to the downturn torque produced by soil）. They are empirical data and can be obtained from actual engineering data by inverse calculation arrangement according to certain assumptions. The studies on some critical excavations and the verified results show that there are reasonable ranges of combination coefficients when these components work individually and jointly, that is, they are 0.5-0.7 for prestressed anchors, 0.3-0.5 for cut off curtains and 0. l-0.3 for mini-piles. In addition, the sum of the breakdown resistance coefficients of soil and soil nails has the reasonable lower limit and it is about 0.86-0.97 （regardless of the other components function）. When this condition is satisfied and the overall stability safety coefficient requirement is met, the movement of the excavations is generally small.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2012年第4期742-747,共6页
Chinese Journal of Geotechnical Engineering
关键词
复合土钉墙
整体稳定性
公式
预应力锚杆
截水帷幕
微型桩
composite soil nailing wall
overall stability
formula
prestressed anchor
cut-off curtain
mini-pile
