摘要
长沙市固体废弃物处理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,在对场区开展水文地质调查与工程地质初步勘察和施工图勘察的基础上,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 land fill site adopted an anaerobic filling structure in Changsha city based on hydro geological investigating and engineering geological prospecting the engineering geological feature of planning established field is studied. the bearing stratum of both main dam and blocking dunghill is ascertained. At last, this paper analyses the probability of dam's seepage and demonstrates the capacity of the project on this site.
出处
《西部探矿工程》
CAS
2005年第6期89-91,共3页
West-China Exploration Engineering
关键词
固体废弃物处理场
工程地质务件
承载力
渗漏
sanitary land fill
engineering geological condition
bearing force
seepage