摘要
测试了相同规格刚芯水泥土搅拌桩和混凝土钻孔灌注桩的承载力 ,并研究了芯桩长度对刚芯水泥土搅拌桩承载力的影响。结果表明 ,刚芯水泥土搅拌桩的承载力是钻孔灌注桩的 1.36～ 1.5 4倍 ,而价格仅为钻孔灌注桩的 2 6 %～ 31% ;提高芯桩长度比可提高单桩承载力 ,但长度比超过 0 .6后 ,承载力增长缓慢 ;相同长度的刚芯水泥土搅拌桩 ,芯桩越长 ,单桩承载力越高。
The bearing capacity of the same specification cement soil mix stake and the concrete drill holing stake,and the influence of staking length to the cement soil mix stake bearing capacity were tested.The result showed that,the bearing capacity of the cement soil mix stake is 1.36-1.54 times to drill holding stake,but the price is only 26%-31% of drill holding stake.Increasing the length ratio of stake can increase the bearing capacity of single stake,but it exceeds 0.6 empress,the bearing capacity increases slowly,but for the same length cement soil mix stake,the longer the stake is,the higher is the single stake bearing capacity.
出处
《西北农林科技大学学报（自然科学版）》
CSCD
北大核心
2003年第2期149-152,共4页
Journal of Northwest A&F University(Natural Science Edition)
关键词
刚芯水泥土搅拌桩
混凝土钻孔灌注桩
承载力
芯桩长度
地基
cement soil mix stake
agitation stake of deep layer
prefabricated stake center
direction bearing capacity
