现场岩体承压垫板法试验是测量岩体变形特性参数应用最广泛的重要方法。
The in-situ bearing pad test is an important method for measuring rock mass deformation property parameters with wide applications.
新型承压堵漏剂在传统桥接堵漏单纯架桥、填充的基础上，引入具有较强吸水弹塑变形功能的聚合物弹性颗粒sd - 1。
Polymer elastic granule SD-1, has great hydroscopicity, was introduced to fill and squeeze and to enhance plug intensity on the traditional techniques.
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