摘要
杭州天子岭垃圾填埋场进场的垃圾量与日俱增 ,填埋场承受的压力越来越大 ,现有场区的扩容问题变得非常重要。本文根据大量的土工试验 ,在垃圾堆填体进行稳定性分析的基础上 ,对场区的扩容可行性及其措施进行了探讨 。
Pressure sustained by Tianziling waste landfill becomes great day by day for waste quantity increasing steadily. So the problem of enlarging capacity for waste landfill is very important. Based on geotechnical tests, the paper studies the slope stability and feasibility of enlarging capacity in Tianziling waste landfill, and proposes several feasible schemes.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2002年第3期281-285,共5页
Chinese Journal of Geotechnical Engineering
基金
浙江省建设厅资助(961 7)
杭州市科委 (962 1 2 0 1 2 )资助
关键词
可行性研究
土坡
稳定
扩容
垃圾填理场
杭州市
municipal waste landfill
engineering properties
slope stability
enlarging capacity