河海堆积的 fluviomarine
海洋沉积物中的无机物 Inorganics in Marine Sediment
海洋沉积物中的有机物 Organics in Marine Sediment
半深海的沉积 bathyal deposit
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.
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.
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.
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