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膨胀土边坡失稳治理方案设计
引用本文:陈艳,王守伟.膨胀土边坡失稳治理方案设计[J].山西建筑,2011,37(14):58-60.
作者姓名:陈艳  王守伟
作者单位:1. 淮安新城设计院有限公司,江苏淮安,223000
2. 北京市市政专业设计院有限责任公司江苏分公司,江苏淮安,223002
摘    要:依托某桥梁病害处治工程,结合边坡失稳机理和边坡形态等要素,采用局部卸土+抗滑桩整体治理方案,介绍了抗滑桩设计中滑坡剩余下滑力的计算方法、抗滑桩的内力计算及配筋;考虑膨胀土在干湿交替变化时强度显著降低,滑坡处治方案中还提出了辅助措施,包括岸坡排水和坡面隔水保湿。

关 键 词:滑坡治理  失稳机理  膨胀土  抗滑桩

Design for the governing scheme of landslide instability with expansive soil
CHEN Yan,WANG Shou-wei.Design for the governing scheme of landslide instability with expansive soil[J].Shanxi Architecture,2011,37(14):58-60.
Authors:CHEN Yan  WANG Shou-wei
Affiliation:CHEN Yan WANG Shou-wei
Abstract:Based on the bridge disease processing project,combining with landslide instability mechanism and landslide morphology and other factors,applying partial unloading soil+overall anti-slide pile governing scheme,it introduces the calculation method of surplus down-slide in anti-slide pile design,internal force calculation and reinforcement of the anti-slide pile,proposes supplementary measures in landslide governing scheme by considering the obvious strength reduction under the condition of alternation of wetting and drying for the expansive soil.The supplementary measures include drainage of bank slope and slope water-barrier moisturizing.
Keywords:landslide governing  instability mechanism  expansive soil  anti-slide pile
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