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Study on Improvement of Dumping Site Stability in Weak Geological Condition by Using Compacted Layer
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作者 Takashi Sasaoka Tri Karian +3 位作者 Tsedendorj Amarsaikhan Akihiro Hamanaka Hideki Shimada Kikuo Matsui 《Open Journal of Geology》 2015年第3期144-155,共12页
Berau Basin, a sub-basin of Tarakan Basin, had been developed during Eocene to Miocene period. Rocks in Berau Basin consist of sedimentary, volcanic and igneous rocks aged from Pre-tertiary until Quaternary epoch. The... Berau Basin, a sub-basin of Tarakan Basin, had been developed during Eocene to Miocene period. Rocks in Berau Basin consist of sedimentary, volcanic and igneous rocks aged from Pre-tertiary until Quaternary epoch. The youngest identified rock formation was alluvial deposit consists of mud, silt, sand, gravel and swamp with brown to dark color. This youngest rock formation is relatively weak geological condition and can cause problems in the coal mining operation. PT Berau Coal as one of the coal mining companies in Berau Basin area had experienced some problems related to the occurrence of alluvial deposit. A large failure has occurred at one of its out pit dumping?area which lies over the swamp material. The failure caused a higher operating cost since it made that the distance for waste rock dumping became to be farther than the designated area. Therefore, in order to prevent similar failure occurring at dumping area which lies above swamp material, an improvement of dumping site stability on weak geological condition has to be needed. The proposed method for improving the stability of out pit dumping area in weak geological condition is to construct the compacted layer of waste rock before the out pit dumping area construction. Based on experimental results, a minimum of 40 kPa pressure is needed to give a proper compaction to the waste rock. The result of numerical analysis by Finite Element Method (FEM) shows that construction of compacted layer on the base of out pit dumping area can improve its stability. 展开更多
关键词 SWAMP Material Coal Mining out pit dump Waste ROCK COMPACTED Layer
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根土复合体加固露天矿山排土场边坡研究 被引量:1
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作者 海龙 冯丽鑫 +1 位作者 谭世林 吕勇博 《黄金科学技术》 CSCD 2023年第6期911-918,共8页
露天矿山开采损毁大量土地资源,并引发植被受损和山体滑坡等一系列生态环境问题,植被修复是解决露天矿山排土场边坡生态环境和自然灾害的优选方法。通过开展室内单根拉伸和拉拔试验,分析根径、土壤压实度和根系埋深对根—土界面抗拔拉... 露天矿山开采损毁大量土地资源,并引发植被受损和山体滑坡等一系列生态环境问题,植被修复是解决露天矿山排土场边坡生态环境和自然灾害的优选方法。通过开展室内单根拉伸和拉拔试验,分析根径、土壤压实度和根系埋深对根—土界面抗拔拉力的影响,并探究紫花苜蓿根系在拉拔作用下的力学性能与破坏机理。结果表明:(1)紫花苜蓿的抗拉拔力与根径呈正相关,抗拉拔强度与根径呈负相关,相关系数高达0.9以上;(2)紫花苜蓿的抗拔力随压实度的增加呈现出先增大后趋于平稳的变化趋势;(3)压实度越大,埋置深度对抗拔力的影响程度越小;根径越大,埋置深度对抗拉力的影响程度越大。根系拉拔特性研究为加固露天矿山排土场边坡提供了理论依据。 展开更多
关键词 根土复合体 拉拔特性 紫花苜蓿 边坡稳定性 根—土界面 露天矿山排土场
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