摘要
临川市垃圾填埋场根据所选用的改良厌氧卫生填埋结构对工程地质条件的基本要求 ,在拟建场区开展 1:2 0 0 0水文地质调查与工程地质勘察的基础上 ,进行工程地质特征研究。确定了可建场的主坝及拦污坝的持力层 ,分析了该场地产生渗漏的可能性 ,论证了该场址的适宜性。
In the light of the basic demand of this structure, the life sanitary landfill site adopted an anaerobic filling structure in Linchuan city based on (1:2000)hydrogeological investigating and engineering geological prospecting the engineering geological featrue of planning establish field is studied.And the bearing stratum of both main dam and blocking dunghill is ascertained. At last, this paper analyses the probability of dam's seepage and demomstrates the capacity of the project on this site.
出处
《华东地质学院学报》
2000年第3期209-213,共5页
Journal of East China Geological Institute
关键词
垃圾填埋场
工程地质条件
承载力
渗漏
水文地质
sanitary landfill
engineering geological condition
bearing stratum
seepage
