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在工程建设中,由于勘察、设计、施工或使用不当,或增加荷载、纠倾、移位、改建、古建筑保护,遭受邻近新建建筑深基坑开挖,新建地下工程或自然灾害的影响等需对地基和基础进行加固?br />     以下为常用地基加固方?br />     a、增大截面法<br />     适用于埋深相对较浅的独立基础、条形基础,对筏基、箱基、桩基适用性差?br />     b、增加埋深法<br />     适用于紧邻下卧层为良好持力土层的情况,同时持力层最好在地下水位线以上?br />     c、改变基础类型?br /> <p>     如由独立基础改为条基;由条基改为筏基、桩基;由砖条基改为混凝土条基等?</p> <p style="text-align:center;"> <img src="/uploads/image/20170105/20170105150445_4237.jpg" alt="" /> </p>     d、压力注浆法<br />     适用于处理承载力不均匀的地基土,浆液采用水泥浆或水?水玻璃混合液,但一般不能用于有湿陷性的土层?br />     e、静压桩?br />     适用性广,将荷载向深层土体传递,但压桩力应小于上部结构自重的80%?br />     f、树根桩?br />     适用性广,既加固了地基土,又将上部荷载向深层土体传递。但易塌孔的土层(如淤泥质土)慎用?br />     上述内容是关于地基基础加固的相关资讯,如果您想了解更多的相关资讯,可以继续关注我们的网站?br /> </div> <div class="n_article_next"><div>上一?<a href="34.html">559建筑纠偏公司简述体外预应力加固</a></div> <div>下一?<a href="32.html">河南加固公司简述碳纤维加固的工艺原?/a></div> </div> <div class="tag">相关标签?a href='/key.aspx?k=%ba%d3%c4%cf%bc%d3%b9%cc%b9%ab%cb%be'>河南加固公司</a>,<a href='/key.aspx?k=%d6%a3%d6%dd%b5%d8%bb%f9%bc%d3%b9%cc%b9%ab%cb%be'>郑州地基加固公司</a>,<a 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