海积软土是一种结构性土，具有结构连结强度。
Marine soft soil is a kind of structured soil with strength of structural connection.
结果表明三个地点的海积软土孔隙多重分形特征存在差异。
The results indicate that multi-fractal characteristics of pores of marine soft soil are different from one to another among the three regions.
当前近代海积软土工程沉降分析仍以传统的太沙基单向渗透固结理论为基础。
Engineering analysis of recent Marine soft soil settlement is based on a traditional one-dimensional drainage consolidation theory of Terzaghi.
实验室软土多级固结蠕变试验成果表明，海积软土具有非线性、不可逆的、与时间相关的固结变形特性。
The test result of multi-step consolidation creep of Marine soft soil shows that the consolidation of the soil has nonlinear, irreversible and time dependent behaviours.
积土而为山，积水而为海。
岗位评价方法主要有排序法、分类法、因素比较法、积点评分法、海氏法。
Post estimates that method has ordering law, classification, factor comparison method, accumulates the law grading, Mrs. Sea law mainly.
岗位评价方法主要有排序法、分类法、因素比较法、积点评分法、海氏法。
Post estimates that method has ordering law, classification, factor comparison method, accumulates the law grading, Mrs. Sea law mainly.
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