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/> <span style="font-size:14px;">1.强夯?/span><br /> <span style="font-size:14px;">    适用于处理碎石土、砂土、低饱和度的粉土与粘性土、湿陷性黄土、杂填土和素填土等地基?/span><br /> <span style="font-size:14px;">2.强夯置换?/span><br /> <span style="font-size:14px;">    适用于高饱和度的粉土,软流塑的粘性土等地基上对变形控制不严的工程,在设计前必须通过现场试验确定其适用性和处理效果。强夯法和强夯置</span><span style="font-size:14px;">换法主要用来提高土的强度,减少压缩性,改善土体抵抗振动液化能力和消除土的湿陷性。对饱和粘性土宜结合堆载预压法和垂直排水法使用?/span><br /> <span style="font-size:14px;">3.换填垫层?/span><br /> <span style="font-size:14px;">    适用于浅层软弱地基及不均匀地基的处理。其主要作用是提高地基承载力,减少沉降量,加速软弱土层的排水固结,防止冻胀和消除膨胀土的胀?/span><span style="font-size:14px;">?/span><br /> <span style="font-size:14px;">4.振冲?/span><br /> <span style="font-size:14px;">    分加填料和不加填料两种。加填料的通常称为振冲碎石桩法。振冲法适用于处理砂土、粉土、粉质粘土、素填土和杂填土等地基。对于处理不排水</span><span style="font-size:14px;">抗剪强度不小?0kPa的粘性土和饱和黄土地基,应在施工前通过现场试验确定其适用性。不加填料振冲加密适用于处理粘粒含量不大于10%的中</span><span style="font-size:14px;">、粗砂地基。振冲碎石桩主要用来提高地基承载力,减少地基沉降量,还可用来提高土坡的抗滑稳定性或提高土体的抗剪强度?/span> </p> <p align="center"> <span style="font-size:14px;"><img alt="" src="/uploads/image/20170619/20170619160203_9346.jpg" /></span> </p> <span style="font-size:14px;"></span> <p align="left"> <br /> <span style="font-size:14px;">5.砂石桩法</span><br /> <span style="font-size:14px;">    适用于挤密松散砂土、粉土、粘性土、素填土、杂填土等地基,提高地基的承载力和降低压缩性,也可用于处理可液化地基。对饱和粘土地基上变</span><span style="font-size:14px;">形控制不严的工程也可采用砂石桩置换处理,使砂石桩与软粘土构成复合地基,加速软土的排水固结,提高地基承载力?/span><br /> <span style="font-size:14px;">6.水泥土搅拌法</span><br /> <span style="font-size:14px;">    分为浆液深层搅拌法(简称湿法)和粉体喷搅法(简称干法)。水泥土搅拌法适用于处理正常固结的淤泥与淤泥质土、粘性土、粉土、饱和黄土?/span><span style="font-size:14px;">素填土以及无流动地下水的饱和松散砂土等地基。不宜用于处理泥炭土、塑性指数大?5的粘土、地下水具有腐蚀性以及有机质含量较高的地基?/span><span style="font-size:14px;">若需采用时必须通过试验确定其适用性。当地基的天然含水量小于30%(黄土含水量小于25%)、大?0%或地下水的pH值小?时不宜采用于?/span><span style="font-size:14px;">。连续搭接的水泥搅拌桩可作为基坑的止水帷幕,受其搅拌能力的限制,该法在地基承载力大于140kPa的粘性土和粉土地基中的应用有一定难度?/span><br /> <span style="font-size:14px;">7.高压喷射注浆?/span> </p> <p> <span style="font-size:14px;">    适用于处理淤泥、淤泥质土、粘性土、粉土、砂土、人工填土和碎石土地基。当地基中含有较多的大粒径块石、大量植物根茎或较高的有机质时,</span><span style="font-size:14px;">应根据现场试验结果确定其适用性。对地下水流速度过大、喷射浆液无法在注浆套管周围凝固等情况不宜采用。高压旋喷桩的处理深度较大,除地</span><span style="font-size:14px;">基加固外,也可作为深基坑或大坝的止水帷幕,目前最大处理深度已超过30m?br /> 8.石灰桩法<br />     适用于处理饱和粘性土、淤泥、淤泥质土、杂填土和素填土等地基。用于地下水位以上的土层时,可采取减少生石灰用量和增加掺合料含水量的?/span><span style="font-size:14px;">法提高桩身强度。该法不适用于地下水下的砂类??br /> 9.预压?br />     适用于处理淤泥、淤泥质土、冲填土等饱和粘性土地基。按预压方法分为堆载预压法及真空预压法。堆载预压分塑料排水带或砂井地基堆载预压?/span><span style="font-size:14px;">天然地基堆载预压。当软土层厚度小?m时,可采用天然地基堆载预压法处理,当软土层厚度超?m时,应采用塑料排水带、砂井等竖向排水?/span><span style="font-size:14px;">压法处理。对真空预压工程,必须在地基内设置排水竖井。预压法主要用来解决地基的沉降及稳定问题。地基加固之后,我们再来走第二步,裂?/span><span style="font-size:14px;">559处理?/span> </p> </div> <div class="n_article_next"><div>上一?<a href="122.html">河南加固公司讲讲房屋建筑加固的注意事?/a></div> <div>下一?<a href="120.html">559郑州地基加固公司简述基础托换</a></div> </div> <div class="tag">相关标签?a href='/key.aspx?k=%b5%d8%bb%f9%bc%d3%b9%cc'>地基加固</a>,</div> <div 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