岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2013年
z1期
2716-2722
,共7页
余飞%王小刚%陈善雄%程昌炳
餘飛%王小剛%陳善雄%程昌炳
여비%왕소강%진선웅%정창병
土力学%电化学桩%软土加固%模型试验%胶结物
土力學%電化學樁%軟土加固%模型試驗%膠結物
토역학%전화학장%연토가고%모형시험%효결물
soil mechanics%electrochemical stabilization%reinforcement of soft soil%model test%cement compounds
利用自行研制的一套软土电化学成桩加固的室内模型试验装置,开展系统的模型试验,成功再现铁质胶结成桩加固的整个物理化学过程,弄清胶结桩体组成结构特征,并通过加固土体电流、电阻、盐度的跟踪监测,探讨电化学成桩加固的电解特性及主要控制参数.在此基础上,开展微型贯入试验、室内平板载荷试验、崩解试验,对胶结桩体强度分布规律、承载力特性和水稳性进行研究.研究结果表明,电化学胶结桩范围为电极直径的8~12倍,强度随与电极距离的增大而逐渐减小,胶结核心层和影响层组成之间存在一明显的强度突变面,胶结桩–土复合地基的承载力和变形模量较加固前提高约10倍,并具有很好的水稳性.
利用自行研製的一套軟土電化學成樁加固的室內模型試驗裝置,開展繫統的模型試驗,成功再現鐵質膠結成樁加固的整箇物理化學過程,弄清膠結樁體組成結構特徵,併通過加固土體電流、電阻、鹽度的跟蹤鑑測,探討電化學成樁加固的電解特性及主要控製參數.在此基礎上,開展微型貫入試驗、室內平闆載荷試驗、崩解試驗,對膠結樁體彊度分佈規律、承載力特性和水穩性進行研究.研究結果錶明,電化學膠結樁範圍為電極直徑的8~12倍,彊度隨與電極距離的增大而逐漸減小,膠結覈心層和影響層組成之間存在一明顯的彊度突變麵,膠結樁–土複閤地基的承載力和變形模量較加固前提高約10倍,併具有很好的水穩性.
이용자행연제적일투연토전화학성장가고적실내모형시험장치,개전계통적모형시험,성공재현철질효결성장가고적정개물이화학과정,롱청효결장체조성결구특정,병통과가고토체전류、전조、염도적근종감측,탐토전화학성장가고적전해특성급주요공제삼수.재차기출상,개전미형관입시험、실내평판재하시험、붕해시험,대효결장체강도분포규률、승재력특성화수은성진행연구.연구결과표명,전화학효결장범위위전겁직경적8~12배,강도수여전겁거리적증대이축점감소,효결핵심층화영향층조성지간존재일명현적강도돌변면,효결장–토복합지기적승재력화변형모량교가고전제고약10배,병구유흔호적수은성.
A set of laboratory model test equipment for electrochemical reinforcement of soft soil is designed to carry out a chain of model tests,the whole physical and chemical processes of ferruginous cemented piles are reconstructed,and structural features of cement piles are clarified. The electrochemical characteristics and the main control parameters of the electrolytic reinforcement in the pile are discussed through tracking and monitoring of current,resistance and salinity of the reinforced soil. On this base,the research on the strengthen distribution law,load capacity property and water stability is made though the micro-penetration test,indoor plate loading test and disintegration test. The results show that,the ranges of ferruginous cemented piles are respectively 8 times and 12 times thickness of electrode diameter. The strength of cemented soil is inversely proportional to the diameter distance of electrode. There is strong discontinuous surface between the coral layer and the affected layer. The cemented ground load force and the deformation modulus are 10 times better than the former,and it has good water stability.