Sediment settlement rate and consolidation time of filling reclamation in coal mining subsidence land
Linghua Duo1
Zhenqi Hu2
Kun Yang3
Yanan Li1
1.Faculty of Geomatics,East China University of Technology,Nanchang 30013,China2.School of Environment and Spatial Informatics,China University of Mining and Technology,Xuzhou 221116,China3.Institute of Land Reclamation and Ecological Restoration,China University of Mining and Technology(Beijing),Dll Xueyuan Road,Haidian District,Beijing 100083,China
摘要:With the continuous growth of the population and the continuous reduction of cultivated land,China's food security is greatly threatened.In addition,China's coal mining has been mainly underground mining,causing land subsidence and damaging existing cultivated land.This effect intensifies the contradiction between the growth of the risk population and the reduction of cultivated land.The reclamation of mining subsidence land with Yellow River sediment is often used as an effective way to improve the recovery rate of cultivated land.Shortening the reclamation time and realizing continuous filling are significant issues.The work presented in this paper studied the sediment settlement rate and consolidation time by combining theory,field filling and reclamation tests and numerical simulations.A field filling test study was carried out in the lowlands of Jibeiwang Village,Qihe County,Shandong Province,China.By calculating the drainage consolidation time,the consolidation factor of 0.015656 m2/d,and the time factor for sediment consolidation of 0.575 were determined.The sediment consolidation time for this test was 9.18 days.The calculation of sediment deposition rate and consolidation time is of great practical significance to guide the Yellow River sediment filling,realize continuous filling,and save recla-mation time and cost.
机标关键词:settlementratetimelandcoalconsolidationfillingmining
论文发表日期:2022-06-28
在线出版日期:2025-08-15(本平台首次上网日期,不代表文献的发表时间)
页数:15( 232-246 )
英文信息展开
国际煤炭科学技术学报(英文版)

国际煤炭科学技术学报(英文版)

CSTPCD
ISSN:2095-8293
年,卷(期):2022,9(3)
所属栏目:Research Articles