堆载预压下软土地基固结研究
投稿时间:2013-12-18  修订日期:2013-12-18  点此下载全文
引用本文:杨大明.堆载预压下软土地基固结研究[J].钻探工程,2014,41(7):73-75.
YANG Da-ming. Study on Consolidation of Soft Soil Foundation with Surcharge Preloading[J]. Drilling Engineering, 2014,41(7):73-75.
摘要点击次数: 835
全文下载次数: 582
作者单位E-mail
杨大明* 中煤科工集团沈阳设计研究院有限公司 84843164@qq.com 
中文摘要:对塑料排水板堆载预压法作用下的软土地基,采用竖向平均固结度计算公式对分级加载的软土地基的不同时刻的固结度进行推算和预测,并利用实测数据对其检验对比,分析地基土的固结程度,预测地基土达到稳定要求的时间。
中文关键词:软土  地基  固结  塑料排水板  堆载预压法  固结度
 
Study on Consolidation of Soft Soil Foundation with Surcharge Preloading
Abstract:For the soft soil foundation under plastic drainage plate surcharge preloading, the consolidation degrees of soft soil foundation with step loading at different time are calculated and predicted by formula of vertical average degree of consolidation, which are compared to the in-situ data to analyze the consolidation degree of the foundation soil and estimate the time required for foundation soil stability.
keywords:soft soil  foundation  consolidation  plastic drainage plate  surcharge preloading method  consolidation degree
查看全文  查看/发表评论  下载PDF阅读器