The soft joint can suit to the nonuniform settlement of foundation and decrease stress concentration at connection part.
软接头能较好适应地基不均匀沉陷，减小心墙和防渗墙结合部的应力集中。
The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
通过常规方法计算方法，研究软土路基的沉降量、平均固结度及稳定性。
The results show that the geosynthetics reinforced sand blankets can improve the ability to resist deformation of the soft clay foundation and reduce the settlement in a certain extent.
试验结果表明加筋砂垫层能够提高软土地基抵抗变形的能力，在一定程度上能减少软土地基的沉降量。
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