Consolidation of soil under depth-dependent ramp load
Consolidation of soil under depth-dependent ramp load
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DOI：
10.1139/t97-092
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发表时间：
1998-04
影响因子：
3.6
通讯作者：
G. Zhu;Jian-hua Yin
中科院分区：
文献类型：
--
作者：
G. Zhu;Jian-hua Yin
本技术说明提供了土层固结分析的数学解决方案，其中垂直总应力随深度和时间线性变化，然后在一段时间后保持不变。详细描述了解决方案。结果以图表形式呈现，以供实际应用。关键词：固结，孔隙水压力，平均固结度，总应力，粘土，土。
This technical note presents a mathematical solution for the consolidation analysis of a soil layer with a change in vertical total stress that varies linearly with depth and time and then remains unchanged after a certain period of time. The solution is described in detail. Results are presented as figures and tables for practical applications.Key words: consolidation, pore-water pressure, average degree of consolidation, total stress, clay, soil.