Engineering analysis of recent Marine soft soil settlement is based on a traditional one-dimensional drainage consolidation theory of Terzaghi.
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。
Based on one-dimensional Terzaghi consolidation theory, average percent consolidation is calculated.
结合一维太沙基固结理论，推求某时刻的平均固结度。
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