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冻结法加固土层技术在盾构出洞中的应用
Application of soil stabilization method by freezing to shield tunnelling</p> <span class="by"></span>
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<p class='class'><strong>文献类型：</strong>期刊文章</p><p class='author'><strong>作 者：</strong>王灵敏[1] <b class='type_ico_id'></b>王金星[2] 刘松科[3] </p><p class='en'> </p><p class='organ'><strong>机构地区：</strong>[1]中煤特殊工程公司冻结处,安徽淮北235044 <b class='type_ico_id'></b>[2]焦作工学院土木建筑工程系,河南焦作454000 [3]神火煤电股份有限公司,河南永城476600 </p><p class='from'><strong>出 处：</strong><a target='_blank'><b class='type_ico_id'></b></a>《焦作工学院学报》</p><p class='fund'><strong>基 金：</strong>.NULL.</p><p class='class'><strong>年 份：</strong>2002</p><p class='class'><strong>卷 号：</strong>21</p><p class='class'><strong>期 号：</strong>5</p><p class='class'><strong>起止页码：</strong>346-348</p><p class='class'><strong>语 种：</strong>中文</p><p class='class'><strong>收录情况：</strong>普通刊</p><p class='abstrack'><strong>摘 要：</strong>针对盾构出洞难的问题,利用人工地层冻结加固技术,采用垂直局部冻结方案,所加固的土体强度高、均匀性好、隔水性好,取得了理想的施工效果.</p><p class='subject'><strong>关 键 词：</strong><b class='type_ico_id'></b>冻结法 <b class='type_ico_id'></b>盾构施工 <b class='type_ico_id'></b>盾构出洞 <b class='type_ico_id'></b>施工机具 <b class='type_ico_id'></b>土体强度 隔水性 <b class='type_ico_id'></b>均匀性 </p><p class='class'><strong>分 类 号：</strong>U455.49] </p>
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