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小分段水平分条胶结充填连续采矿法在曹家洼金矿的应用
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作者 赵小稚 景宏祥 徐振军 《黄金》 CAS 2012年第11期37-40,共4页
为了提高曹家洼金矿缓倾斜、中厚矿体的矿块生产能力和安全生产水平,研究提出了小分段水平分条胶结充填连续采矿法。该采矿法将中段再划分为小分段,分段中在矿体厚度上水平分条,不留矿柱,分条作为最小回采单元;分条采毕随即胶结充填。... 为了提高曹家洼金矿缓倾斜、中厚矿体的矿块生产能力和安全生产水平,研究提出了小分段水平分条胶结充填连续采矿法。该采矿法将中段再划分为小分段,分段中在矿体厚度上水平分条,不留矿柱,分条作为最小回采单元;分条采毕随即胶结充填。经采用灰色关联法进行综合评价和生产实践表明,小分段水平分条胶结充填连续采矿法具有高效、安全、低"贫损"的特点,收到了良好的应用效果。 展开更多
关键词 缓倾斜 中厚矿体 水平分条 胶结充填 连续采矿 灰色关联法
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水平分条胶结充填采矿法在底柱回采中的应用与改进
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作者 严辉 黄广伍 鄢德波 《湖南有色金属》 CAS 2018年第4期4-6,12,共4页
为了安全高效地回采缓倾斜、破碎带型矿体底柱矿体,提高矿山资源回收率,在研究国内常用的底柱回采方法的基础上,通过湖南辰州矿业股份有限公司鱼儿山矿区现场回采试验研究,运用水平分条胶结充填采矿法对1505Ⅱ、1507Ⅱ矿块底柱进行了回... 为了安全高效地回采缓倾斜、破碎带型矿体底柱矿体,提高矿山资源回收率,在研究国内常用的底柱回采方法的基础上,通过湖南辰州矿业股份有限公司鱼儿山矿区现场回采试验研究,运用水平分条胶结充填采矿法对1505Ⅱ、1507Ⅱ矿块底柱进行了回采。试验结果表明,该方法生产工艺简单,作业安全,经济效果好,但是在提高作业效率和机械化水平方面仍有改进的空间。 展开更多
关键词 水平分条胶结充填采矿法 缓倾斜、破碎带型矿体 底柱回采 改进方向及措施
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加筋土挡墙地震稳定性分析的水平条分方法 被引量:24
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作者 蒋建清 杨果林 《中国铁道科学》 EI CAS CSCD 北大核心 2009年第1期36-40,共5页
根据加筋土挡墙分层填筑、分层加筋、分层压实成水平成层土体的特点,针对加筋材料的不可延展性和可延展性2种情况,采用不同的形状简化破裂面,并将加筋体划分成一定数量水平土条,提出分析加筋土挡墙地震稳定性的水平条分方法。导出筋材... 根据加筋土挡墙分层填筑、分层加筋、分层压实成水平成层土体的特点,针对加筋材料的不可延展性和可延展性2种情况,采用不同的形状简化破裂面,并将加筋体划分成一定数量水平土条,提出分析加筋土挡墙地震稳定性的水平条分方法。导出筋材拉力和所需筋材长度的计算公式,分析填土内摩擦角、水平和竖向地震加速度系数对筋材拉力及所需筋材长度的影响。结果表明:随着填土内摩擦角的减小、地震加速度系数的增加,加筋土挡墙内部稳定性变差,需要筋材的强度更大、长度更长;当填土内摩擦角及地震加速度系数相同时,可延展性筋材所需长度比不可延展性筋材大。与其他方法的比较分析表明,采用简化破裂面比采用对数螺线状或多折线破裂面更加简单合理,便于工程应用。 展开更多
关键词 路基 加筋土挡墙 地震 稳定性 水平方法
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水平条分法下边坡稳定性分析与计算方法研究 被引量:23
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作者 邓东平 李亮 《岩土力学》 EI CAS CSCD 北大核心 2012年第10期3179-3188,共10页
极限平衡水平条分法较适用于成层岩土边坡,但较竖直条分法尚有不足之处。通过研究水平条分与竖直条分中条间力的关系,建立起水平与竖直条分法相对应的条间力假设条件;并针对水平条分法遇到滑动面存在弓形体时,采取水平条分和斜条分相结... 极限平衡水平条分法较适用于成层岩土边坡,但较竖直条分法尚有不足之处。通过研究水平条分与竖直条分中条间力的关系,建立起水平与竖直条分法相对应的条间力假设条件;并针对水平条分法遇到滑动面存在弓形体时,采取水平条分和斜条分相结合的模式进行处理。在此基础上,推导出了瑞典法、简化Bishop法、简化Janbu法和Morgenster-Price(M-P)法在水平条分时的安全系数计算公式,其中,根据满足条件不同,得到了瑞典法的两种不同安全系数计算公式,并根据以往研究成果将一般简化Janbu法进行改进。当使用任意曲线和圆弧滑动面两种型式时,通过算例对比分析,验证了对水平条分法所做研究的可行性。同时,也表明了两种瑞典法得到的结果是一致的,改进的简化Janbu法在边坡稳定性分析上较一般简化Janbu法更优。 展开更多
关键词 边坡稳定 水平 间力 安全系数 滑动面
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基于水平条分任意滑动面的边坡稳定性分析上限法 被引量:10
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作者 胡军 钟龙 杨盺光 《土木工程学报》 EI CSCD 北大核心 2013年第6期117-121,共5页
边坡的稳定性分析是土力学的经典课题之一。以极限分析上限定理为理论基础,并结合水平条分法,提出边坡稳定任意滑动面的破坏模型。根据相关联流动法则和变形协调条件,分别计算各滑动土条的外功率与内能耗散,然后通过强度折减和功能平衡... 边坡的稳定性分析是土力学的经典课题之一。以极限分析上限定理为理论基础,并结合水平条分法,提出边坡稳定任意滑动面的破坏模型。根据相关联流动法则和变形协调条件,分别计算各滑动土条的外功率与内能耗散,然后通过强度折减和功能平衡条件,利用优化算法确定边坡稳定安全系数及相应的临界滑动面。以两个边坡稳定性分析为例进行计算,并与极限平衡法相比较,说明所提方法不仅对于成层土质边坡的稳定性分析具有良好的适用性,而且在处理高边坡的抗震稳定性分析时,能更精准的计算作用在土条上的地震惯性力,从而验证了该方法的正确性。 展开更多
关键词 边坡稳定 极限 上限定理 水平 任意滑动面
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瑞典圆弧法水平条分模型的误差分析 被引量:7
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作者 卢玉林 薄景山 陈晓冉 《地震工程学报》 CSCD 北大核心 2017年第3期496-501,共6页
根据瑞典条分法忽略条间力的假设,建立3类边坡破坏模式的计算模型,以水平土条划分为依据得到积分形式下的边坡稳定性解析式。与5个算例对比表明,水平条分的积分解形式简单,计算的稳定性系数偏小,与Bishop法最大偏差不超过13%,说明水平... 根据瑞典条分法忽略条间力的假设,建立3类边坡破坏模式的计算模型,以水平土条划分为依据得到积分形式下的边坡稳定性解析式。与5个算例对比表明,水平条分的积分解形式简单,计算的稳定性系数偏小,与Bishop法最大偏差不超过13%,说明水平条分可获得较为安全的稳定性系数。水平条分法结果偏小主要原因在于没有考虑条间力,土条只满足力矩的平衡,而不能保证力的平衡。水平土条周身力与竖直土条不同,重力产生的下滑力与抗力到圆心的距离不同,因此在不满足力平衡的基础上会放大下滑力矩,导致整体稳定性系数偏小,由此可知水平条分法是稳定性系数的下限解。水平条分法的优势在于计算区间少,对竖向划分层次多的土体适用,因此在评价边坡稳定性方面仍具有实用价值。 展开更多
关键词 边坡稳定性 瑞典圆弧法 水平 误差
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浅谈垂直分条上向水平分层胶结充填采矿法在某铜钼矿山的应用 被引量:2
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作者 王朝阳 《世界有色金属》 2019年第11期36-36,39,共2页
根据某铜钼矿KT2号矿体的空间形态及赋存条件,充分考虑采场顶板保护、地压管理,保护矿山环境,高效回收资源,降低生产成本等因素,采用垂直分条上向水平分层胶结充填采矿法,有较好的经济效益,且安全性能得到保障。
关键词 垂直上向水平 胶结充填 安全性
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基于分层填筑锚固边坡稳定性评价与锚杆长度对比研究 被引量:1
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作者 曾江波 肖林超 《工程勘察》 2019年第1期13-17,共5页
城市建设中产生的渣土边坡数量逐渐增多,渣土边坡的稳定性问题日益突出。针对渣土边坡分层填筑的特性,运用水平条分法对锚固渣土边坡进行稳定性评价,得到水平条分下锚固边坡稳定性系数的计算公式,在该计算公式的基础上,对有无考虑分层... 城市建设中产生的渣土边坡数量逐渐增多,渣土边坡的稳定性问题日益突出。针对渣土边坡分层填筑的特性,运用水平条分法对锚固渣土边坡进行稳定性评价,得到水平条分下锚固边坡稳定性系数的计算公式,在该计算公式的基础上,对有无考虑分层填筑的锚固边坡在相同锚固条件下的稳定性系数进行对比,得到考虑分层填筑的稳定性系数更大,提高5%左右,更稳定;对有无考虑分层填筑的锚固边坡在相同稳定性系数下的锚杆长度进行对比,得到考虑分层填筑的锚杆长度更小,减少27.8%左右,更经济节约。 展开更多
关键词 渣土边坡 层填筑 水平 稳定性系数 锚杆长度
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A Fourteen-Year Climatology of the Southwest Vortex in Summer 被引量:18
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作者 FU Shen-Ming ZHANG Jing-Ping +1 位作者 SUN Jian-Hua SHEN Xin-Yong 《Atmospheric and Oceanic Science Letters》 CSCD 2014年第6期510-514,共5页
Statistical studies were conducted on the southwest vortex(SWV) during the summers of 2000–13 using high-resolution reanalysis data with a horizontal resolution of 0.5°× 0.5°. A total of 578 SWVs were ... Statistical studies were conducted on the southwest vortex(SWV) during the summers of 2000–13 using high-resolution reanalysis data with a horizontal resolution of 0.5°× 0.5°. A total of 578 SWVs were detected, with a maximum interannual frequency of 55. The variation of the interannual frequency featured a period of around six years. The most active period of SWVs was early July and the maximum occurrence of SWVs appeared in early morning(0200–0800 Beijing Standard Time(BST)). Most of the SWVs were short-lived, with only 66 cases(11.4%) lasting for more than 24 h. In addition, the moving tracks and three-dimensional shape of long-lived(≥ 36 h) SWVs are also presented. For those SWVs that lasted for more than 12 h, four types of SWVs(Types I–IV) were identified using a new method, and the results indicated that the dynamical and thermodynamical conditions before the formation of SWVs are effective indicators of the subsequent evolution of the vortex and associated severe weathers. Moreover, a further level of classification was also constructed for Type II SWVs, which accounted for the largest proportion out of Types I–IV, and the results indicated that the lifespan, radius and maximum 6-h precipitation were all closely related to the intensity of precipitation before the formation of SWVs. 展开更多
关键词 southwest vortex severe weather vertical stretching
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Limits to foundation displacement of an extra high voltage transmission tower in a mining subsidence area 被引量:10
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作者 Shu Qianjin Yuan Guanglin +1 位作者 Guo Guangli Zhang Yunfeit 《International Journal of Mining Science and Technology》 2012年第1期13-18,共6页
Given the background of a transmission tower erected on a particular mining subsidence area,we used finite element modeling to analyze the anti-deformation performance of transmission towers under a number of differen... Given the background of a transmission tower erected on a particular mining subsidence area,we used finite element modeling to analyze the anti-deformation performance of transmission towers under a number of different load conditions,including horizontal foundation displacement,uneven vertical downward displacement,wind loads and icing conditions.The results show that the failure in stability of a single steel angle iron represents the limit of the tower given ground deformation.We calculated the corresponding limits of foundation displacements.The results indicate that compression displacement of the foundation is more dangerous than tension displacement.Under complex foundation displacement conditions,horizontal foundation displacement is a key factor leading to failure in the stability of towers.Under conditions of compression or tension displacement of the foundation,wind load becomes the key factor.Towers do not fail when foundation displacements are smaller than 1% (under tension) or 0.5% (under horizontal compression or single foundation subsidence) of the distance between two supports. 展开更多
关键词 Mining subsidence area Electricity transmission tower Foundation displacement limit Finite element analysis Limit state Stability failure
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Free Surface Flow Generated by Submerged Twin-cylinders in Forward Motion Using a Fully Nonlinear Method
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作者 Kang Ren Shili Sun 《Journal of Marine Science and Application》 CSCD 2015年第2期146-155,共10页
The free surface flow generated by twin-cylinders in forced motion submerged beneath the free surface is studied based on the boundary element method. Two relative locations, namely, horizontal and vertical, are exami... The free surface flow generated by twin-cylinders in forced motion submerged beneath the free surface is studied based on the boundary element method. Two relative locations, namely, horizontal and vertical, are examined for the twin cylinders. In both cases, the twin cylinders are starting from rest and ultimately moving with the same constant speed through an accelerating process. Assuming that the fluid is inviscid and incompressible and the flow to be irrotational, the integral Laplace equation can be discretized based on the boundary element method. Fully-nonlinear boundary conditions are satisfied on the unknown free surface and the moving body surface. The free surface is traced by a Lagrangian technique. Regriding and remeshing are applied, which is crucial to quality of the numerical results. Single circular cylinder and elliptical cylinder are calculated by linear method and fully nonlinear method for accuracy checking and then fully nonlinear method is conducted on the twin cylinder cases, respectively. The generated wave elevation and the resultant force are analysed to discuss the influence of the gap between the two cylinders as well as the water depth. It is found that no matter the kind of distribution, when the moving cylinders are close to each other, they suffer hydrodynamic force with large absolute value in the direction of motion. The trend of force varying with the increase of gap can be clearly seen from numerical analysis. The vertically distributed twin cylinders seem to attract with each other while the horizontally distributed twin cylinders are opposite when they are close to each other. 展开更多
关键词 free surface flow submerged twin cylinders fullynonlinear method forced steady motion boundary element method
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Characteristics of the lower layer of sandstorms in the Minqin desert-oasis zone 被引量:9
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作者 ZHAO Ming ZHAN KeJie +7 位作者 YANG ZiHui FANG ErTian QIU GuoYu WANG QiangQiang ZHANG YinChang GUO ShuJiang LI AiDe ZHANG JingChun 《Science China Earth Sciences》 SCIE EI CAS 2011年第5期703-710,共8页
By measuring the sand-dust flux,vertical deposition,and the wind velocity throughout 19 sandstorms in the Minqin region,we quantitatively analyzed the horizontal distribution and vertical variation in sandstorm charac... By measuring the sand-dust flux,vertical deposition,and the wind velocity throughout 19 sandstorms in the Minqin region,we quantitatively analyzed the horizontal distribution and vertical variation in sandstorm characteristics under different land cover conditions.The effect of different land cover on mitigating sandstorms was also investigated.The results indicated that,in the surface layer ranging from 0-50 m,the intensity of sand-dust horizontal flux and concentration of sand-dust decreased with the increase of the height in the desert and the edge of oasis,whereas the two physical quantities increased slightly with the increase of the height in the oasis.The two physical quantities obey power function well under all three cover conditions.Moreover,in the desert and at the edge of oasis,the sand-dust vertical deposition decreased with the increase of the height.But a partial unimodal distribution at the oasis site and the maximum deposition occurred at the height of 9 m,which corresponds to the middle height of farmland protection forest.The annual flux that passed through a section of 1 m in width and 50 m in height was 9169 kg in the desert,5318 kg at the edge of oasis,and 2345 kg in the oasis.And the annual fluxes at the edge of oasis and in the oasis are 42% and 74% less,respectively,than that in the desert.This implies that the wind break forest significantly reduced the intensity of sandstorms. 展开更多
关键词 Minqin the lower layer sand-dust horizontal flux vertical deposition
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