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ID:9084839
大小:56.00 KB
页数:11页
时间:2018-04-17
《软土地基上基础的处理措施》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、论文题目:软土地基上基础的处理措施学生姓名:指导教师:专业名称:系部:论文答辩日期:摘要【摘要】摘要:目前,在工程地基基础设施建设中时常遇到不良土层,其中软土地区地基的工程建设最让人头疼,因处理不当出现意外事故的例子数不甚数。此时人工处理加固,建造人工地基成为了软土地基建设的首选之策。本文将详细研究软土地基的层理构造和处理方法,提出如何采取人工方法改善地基性质,达到地基稳固和建造效果的实施办法。【关键词】软土地基层理构造处理措施安全技术Abstract[Abstract]Abstract:atpresent,oftenencounteredbadsoillayerintheconstruc
2、tionofinfrastructureprojectsinthefoundation,thefoundationinsoftsoilareaconstructionthemostheadacheforexample,numberofimproperhandlingofaccidentsless.Theartificialreinforcement,theconstructionofartificialfoundationhasbecomethefirstchoicefortheconstructionofsoftsoilfoundation.Inthispaper,thestratifi
3、cationstructureandprocessingmethodofsoftsoilfoundation,proposedhowtouseartificialmethodtoimprovesoilproperties,implementationmeasurestoachievestablefoundationandconstructioneffect.[keyword]softsoilfoundationtreatmentmeasuresofsafetytechnologyofbeddingstructure目录摘要..................................
4、.............................................................21.绪论.............................................................................................42.软土地基上基础处理不当产生的危害...........................................52.1.造成的危害的事故................................................................
5、.52.2.造成危害的原因.....................................................................63.软土地基上基础的处理措施..........................................................73.1堆载预压法..........................................................................73.2真空预压法...................................................
6、.......................73.3加载预压法..........................................................................73.4水泥土搅拌桩法...................................................................73.5换垫层法.............................................................................83.6强夯法......................
7、...........................................................83.7加筋路基法..........................................................................84.注意事项...............................................................
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