首页> 外文会议>Proceedings 19th International Conference on Ground Control in Mining, 19th, Aug 8-10, 2000, Morgantown, WV, USA >Regional Horizontal Surface Displacements Due to Mining Beneath Severe Surface Topography
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Regional Horizontal Surface Displacements Due to Mining Beneath Severe Surface Topography

机译:在严重的表面地形下开采导致的区域水平表面位移

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Tower Colliery is a longwall mine operated by BHP Coal -Illawarra Collieries, southwest of Sydney, Australia. It mines the Bulli Seam at a depth of approximately 450m. The surface topography overlying the mine consists of several steep-sided river gorges, up to 68m in depth, which run at oblique angles across a sloping terrain. Apart from some light rural development, the surface land is essentially natural bushland, but is traversed by a major freeway. This crosses one of the gorges on twin, six-span, box-girder bridges, with bridge piers up to 55m in height. Consequently, a major surface subsidence monitoring program has been in place for several years now, including intensive conventional, GPS and EDM surveying, plus real-time monitoring of critical components of the bridge structure. Although the bridge and freeway are outside the conventional 'angle of draw' subsidence influence criteria, and have seen only negligible vertical deformation as a result of mining, there has been widespread evidence of regional horizontal deformation of the land surface, large distances away from the mining area. The effect at the bridge has been well within acceptable tolerances, primarily because of the regional nature of the movements, with very little differential movement observed at the bridge piers. Gorge closure and evidence of large headlands of land moving 'en masse' have been observed. Horizontal movements of hundreds of millimetres have been recorded in some locations where gorge closure has been monitored. Possible explanations of these movements include one or a combination of mechanisms such as pre-mining stress relaxation, valley notch effects, valley bulging, regional joint patterns, movement toward active goaf areas, vertical gorge 'shearing' and shear failure of horizontal bedding planes below the surface. This paper presents a case study of the regional horizontal "subsidence displacements" measured during mining, and a discussion of the possible explanations for these phenomena.
机译:塔煤矿是由澳大利亚悉尼西南的必和必拓煤炭公司-伊拉瓦拉煤矿运营的长壁煤矿。它在约450m的深度开采Bulli煤层。覆盖矿山的地表地形由几条陡峭的河谷组成,深达68m,这些河谷以倾斜的角度穿过倾斜的地形。除了一些较轻的农村发展外,地面土地本质上是天然的灌木林,但有一条主要的高速公路横穿。它跨过双跨六跨箱梁桥的其中一个峡谷,桥墩的高度高达55m。因此,几年来已经实施了一项主要的地面沉降监测程序,包括密集的常规,GPS和EDM测量,以及对桥梁结构关键部件的实时监测。尽管桥梁和高速公路不在常规的“后倾角”下沉影响标准范围内,并且由于采矿而导致的垂直变形仅可忽略不计,但已经有广泛的证据表明陆地表面区域水平变形,距地面的距离较大。矿区。桥的影响已经很好地在可接受的公差范围内,这主要是由于运动的区域性,在桥墩处观察到的差动很小。已经观察到峡谷关闭和大片岬角“大量”迁移的证据。在监测峡谷闭合的某些位置记录了数百毫米的水平运动。这些运动的可能解释包括一种机制或多种机制的组合,例如预开采应力松弛,谷凹口效应,谷凸出,区域节理型式,向活动采空区运动,垂直峡谷“剪切”和下方水平垫层的剪切破坏等机制表面。本文介绍了一个在采矿过程中测得的区域水平“沉降位移”的案例研究,并讨论了这些现象的可能解释。

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