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Analyzing the Impacts of Rainfall on Rock Slope Behavior in Une Mine and Evaluating the Effec-Tiveness of Countermeasure Methods 降雨对某矿岩质边坡特性的影响分析及对策方法有效性评价
Pub Date : 2018-11-30 DOI: 10.2473/journalofmmij.134.208
Noriyoshi Ozawa
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引用次数: 0
Limestone Mining and Slope Management at Mt. Buko 布哥山石灰石开采及斜坡管理
Pub Date : 2018-11-30 DOI: 10.2473/JOURNALOFMMIJ.134.161
J. Yamatomi, T. Sugiyama, Kazunari Mikami, T. Wakisaka, U. Yamaguchi
the end of March 2017, the 36 years long cooperative operations mined out about 248 million tonnes of limestone. The mechanical behavior of the Mt. Buko ’ s rock slope has been monitored by several kinds of devices and methods since November 1994. In September 2007, a heavy rainfall of a typhoon caused unprecedentedly distinct but short-term movements in some part of the rock slope, which made the three mining companies intensify monitoring and prompt groundwater drainage from the rock slope. In order to reduce permeation of rain into limestone, paving works of roads on the rock slope are being carried out. Moreover, twenty three steel pipes (80 m long × 600 mm in diameter) were piled into the rock slope and retaining rock piles of total weight of some 2.4 million tonnes are being constructed to reinforce the sher resistance of invisible planes of weakness.
截至2017年3月底,长达36年的合作作业共开采出石灰石约2.48亿吨。自1994年11月以来,采用多种装置和方法对布哥山岩质边坡的力学行为进行了监测。2007年9月,一场台风带来的强降雨,在岩质边坡的某些部分造成了前所未有的明显但短期的移动,这使得三家矿业公司加强了监测,并迅速从岩质边坡中抽取地下水。为减少雨水渗入石灰岩,现正进行石坡道路铺路工程。此外,23根钢管(长80米,直径600毫米)被灌入岩石边坡,总重量约240万吨的挡土桩正在建造中,以加强无形薄弱面的阻力。
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引用次数: 0
Relationship between the Groundwater Fluctuation and Deformation Behavior of Rock Slope at Mt. Buko 地下水涨落与布哥山岩质边坡变形特性的关系
Pub Date : 2018-11-30 DOI: 10.2473/JOURNALOFMMIJ.134.188
M. Kondo, Noriyoshi Ozawa, H. Aoyama, Kazufumi Yano
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引用次数: 0
Effect of Calcination Temperature on the Hydroxyl Radical Generation of Calcined Dolomite Suspension 煅烧温度对煅烧白云石悬浮液羟基自由基生成的影响
Pub Date : 2018-11-30 DOI: 10.2473/JOURNALOFMMIJ.134.151
K. Hoshiba, Josiane Ponou, Gjergj Dodbiba, H. Ito, Tasuku Sase, H. Matsui, T. Fujita
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引用次数: 2
Monitoring of the Surface Displacements of the Final Slope at Mt.Buko 布哥山最后斜坡的地表位移监测
Pub Date : 2018-11-30 DOI: 10.2473/JOURNALOFMMIJ.134.170
Tsurugi Nakatani, Kota Fujimaki, Yusuke Hirasawa, Fumitaka Akiyama, Taisuke Miyayumi, Kyohei Tanaka
This study examines reliable methods to monitor and manage the stability of a limestone rock slope. The surface displacement of the rock slope of Mt. Buko has been measured over the past 20 years, employing several tools and methods including automated polar system (APS), global positioning system (GPS), and leveling. The rock slope of Mt. Buko will eventually reach gigantic proportions; it will be 800 m high × 5 km long at the end of mining operations. Monitoring work was often associated with data that oscillated irregularly due to negative influences from environmental factors such as temperature, atmospheric pressure, and humidity. However, APS measurements have provided the less fluctuation data by calculating differences in slope distance. The differences in slope distance are obtained by subtracting the slope distance at a reference point in the least displaced area from those at other points. GPS measurements have provided baseline analysis data by setting the reference point in the least area. The GPS data can be converted into slope distance and compared with APS data, and the result of this has shown there are no discrepancies between two types of data. Employing APS and GPS has enabled highly accurate monitoring that produced reliable data due to cross comparisons of each data source.
本研究探讨了监测和管理石灰岩边坡稳定性的可靠方法。在过去的20年里,利用自动极极系统(APS)、全球定位系统(GPS)和水准测量等多种工具和方法测量了布哥山岩石边坡的地表位移。Buko山的岩石斜坡最终将达到巨大的规模;在采矿作业结束时,它将高800米,长5公里。由于环境因素(如温度、大气压力和湿度)的负面影响,监测工作通常与不规则波动的数据相关。然而,APS测量通过计算坡距的差异提供了较小的波动数据。坡距差值由最小位移区域内某参考点的坡距与其他点的坡距相减而得。GPS测量通过在最小区域设置参考点来提供基线分析数据。将GPS数据转换为坡度距离,并与APS数据进行对比,结果表明两种数据之间没有差异。使用APS和GPS可以实现高度精确的监测,并通过对每个数据源的交叉比较产生可靠的数据。
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引用次数: 0
Monitoring of a Rock Slope Using Crack Displacement Measurements in an Observation Drift at the Une Mine 利用裂缝位移测量在某矿观测巷道监测岩质边坡
Pub Date : 2018-11-30 DOI: 10.2473/JOURNALOFMMIJ.134.179
H. Aoyama, Kazufumi Yano, M. Kondo, Noriyoshi Ozawa, Tsurugi Nakatani
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引用次数: 0
Numerical Analysis on Air-Lift Pumping System for Mining Rare-Earth Rich Mud 富稀土泥浆开采气举泵送系统数值分析
Pub Date : 2018-10-31 DOI: 10.2473/JOURNALOFMMIJ.134.142
Y. Shimizu, N. Hatakeyama, T. Masuyama
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引用次数: 4
Current Situation of Coal Industry in the World 世界煤炭工业的现状
Pub Date : 2018-10-31 DOI: 10.2473/JOURNALOFMMIJ.134.137
S. Tomita, Shuhei Okabe
the world are changing due to fluctuations in coal prices, policies of governments of various countries, and so on.
由于煤炭价格的波动、各国政府的政策等等,世界正在发生变化。
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引用次数: 1
Modeling of the Frictional Behavior at the Contact Surface between the Different Materials Constituting Methane Hydrate Production Well 甲烷水合物产井不同材料接触面摩擦行为模拟
Pub Date : 2018-09-30 DOI: 10.2473/JOURNALOFMMIJ.134.117
Masayo Kakumoto, Y. Sakamoto, K. Miyazaki, K. Aoki, Akira Takiguchi, Aya Yasui, J. Mori
117 http://doi.org/10.2473/journalofmmij.134.117 *2018 年 2 月 22 日受付 2018 年 7 月 13 日受理 1. 正会員 工博 国立研究開発法人産業技術総合研究所 創エネルギー研究部門 研究員 2. 正会員 工博 国立研究開発法人産業技術総合研究所 創エネルギー研究部門 メタンハイドレート地盤特性研究グループ長 3. 正会員 工博 国立研究開発法人産業技術総合研究所 地圏資源環境研究部門 主任研究員 Depressurization process is regarded as the most effective process for gas recovery method from the viewpoints of gas productivity and economic efficiency among in-situ dissociation processes of Methane Hydrate (MH) existing in marine sediments. However, it is supposed that consolidation and deformation of the stratum occurs due to MH dissociation and increase of effective stress in the stratum during operation of depressurization. Consolidation and deformation wreak negative friction on the production well. As a result, the production well may suffer large compressive or tensile stress. In the worst case, it may cause shear failure, tension failure and crushing. Therefore, in order to improve the accuracy for evaluation of stress distribution occurring on production well during depressurization, it is necessary to construct the numerical model enable to reproduce unsteady change of the relationship between shear stress and strain occurring on the contact surface between well and layer and introduce into geo-mechanical simulator. In this study, targeting three contact surface locating above depressurization interval such as 1) casingcement, 2) casing-layer and 3) cement-layer consisting of different material, we conducted push-out test in laboratory in order to evaluate the frictional behavior at these contact surface based on the relationship between displacement and axial load. From experimental observation, it was found that shear stress occurring on the contact surface linearly increased at the initial stage in the case of steel-cement specimen. On the other hand, for specimens consisting steel-clay and cement-clay, non-linear increase of shear stress was confirmed in the process leading to the shear strength. In addition, shear strength τmax for each contact surface increased depending on effective stress σ ', effective friction angle δ ' and effective cohesion c' as failure criteria was estimated based on τ max and σ '. Then, constitutive equation of variable compliance type was applied for reproduction of the relationship between displacement and shear stress observed in a series of push-out test. Through numerical simulation by introduction of this constitutive equation, we confirmed the validity of modeling of the frictional behavior.
117 http://doi.org/10.2473/journalofmmij.134.117 *2018 年 2 月 22 日受付 2018 年 7 月 13 日受理 1. 正会员 工博 国立研究开発法人产业技术総合研究所 创エネルギー研究部门 研究员 2. 正会员 工博 国立研究开発法人产业技术総合研究所 创エネルギー研究部门 メタンハイドレート地盘特性研究グループ长 3. 正会员 工博 国立研究开発法人产业技术総合研究所 地圏资源环境研究部门 主任研究员 Depressurization process is regarded as the most effective process for gas recovery method from the viewpoints of gas productivity and economic efficiency among in-situ dissociation processes of Methane Hydrate (MH) existing in marine sediments. However, it is supposed that consolidation and deformation of the stratum occurs due to MH dissociation and increase of effective stress in the stratum during operation of depressurization. Consolidation and deformation wreak negative friction on the production well. As a result, the production well may suffer large compressive or tensile stress. In the worst case, it may cause shear failure, tension failure and crushing. Therefore, in order to improve the accuracy for evaluation of stress distribution occurring on production well during depressurization, it is necessary to construct the numerical model enable to reproduce unsteady change of the relationship between shear stress and strain occurring on the contact surface between well and layer and introduce into geo-mechanical simulator. In this study, targeting three contact surface locating above depressurization interval such as 1) casingcement, 2) casing-layer and 3) cement-layer consisting of different material, we conducted push-out test in laboratory in order to evaluate the frictional behavior at these contact surface based on the relationship between displacement and axial load. From experimental observation, it was found that shear stress occurring on the contact surface linearly increased at the initial stage in the case of steel-cement specimen. On the other hand, for specimens consisting steel-clay and cement-clay, non-linear increase of shear stress was confirmed in the process leading to the shear strength. In addition, shear strength τmax for each contact surface increased depending on effective stress σ ', effective friction angle δ ' and effective cohesion c' as failure criteria was estimated based on τ max and σ '. Then, constitutive equation of variable compliance type was applied for reproduction of the relationship between displacement and shear stress observed in a series of push-out test. Through numerical simulation by introduction of this constitutive equation, we confirmed the validity of modeling of the frictional behavior.
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引用次数: 0
Solvent Extraction of Rhodium from Chloride Solutions added Tin(II) with Amine Extractants 胺萃取剂从添加锡(II)的氯化物溶液中萃取铑
Pub Date : 2018-09-30 DOI: 10.2473/journalofmmij.134.131
A. Ishikawa, Takeshi Tanishige, Asaka Tai, Tasuma Suzuki, Masakazu Niinae
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引用次数: 0
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