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冬季土堤填筑自然压密理论及提高工程质量措施
引用本文:宗兆博,臧志刚. 冬季土堤填筑自然压密理论及提高工程质量措施[J]. 东北水利水电, 2012, 30(2): 1-2,21,71. DOI: 10.3969/j.issn.1002-0624.2012.02.001
作者姓名:宗兆博  臧志刚
作者单位:1.辽宁省水利水电科学研究院,辽宁沈阳,110003;2.辽宁省水利水电科学研究院,辽宁沈阳,110003
摘    要:通过对辽宁省绕阳河干流防洪工程冬季筑堤的观测及室内试验,进行分析研究,提出了依靠土体自重应力,不同上覆土层厚度的土体经过自然压密至稳定,土体干密度与上覆土层厚度的关系,并指出提高冬季土堤填筑质量的措施.

关 键 词:冬季筑堤  自然压密  上覆土层  干密度

Natural consolidation theory and improving engineeringquality measure of earth embankment filling in winter
ZONG Zhao-bo,ZANG Zhi-gang. Natural consolidation theory and improving engineeringquality measure of earth embankment filling in winter[J]. Water Resources & Hydropower of Northeast China, 2012, 30(2): 1-2,21,71. DOI: 10.3969/j.issn.1002-0624.2012.02.001
Authors:ZONG Zhao-bo  ZANG Zhi-gang
Affiliation:ZONG Zhao-bo,ZANG Zhi-gang
Abstract:Based on the observation and laboratory experiment of earth embankment filling of flood control project for main stream of Raoyang River in winter in Liaoning province,the different overlying soil thickness could be consolidated naturally to stable depend on the soil self weight stress.The paper puts forward relationship between the soil dry density and the thickness of overlying soil and points out the measures of improving embankment filling quality in winter.
Keywords:embankment filling in winter  natural consolidation  overlying soil  dry density
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