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针对地下深孔爆破采矿过程中常出现的爆破后冲作用严重以及爆破块度不均匀等若干问题,以南方某铅锌矿实际采用的爆破、炸药和岩石参数为基础,采用ANSYS/LS-DYNA对矿山拟采用的不同装药量、不同耦合系数的6种装药结构建立了数值计算模型。通过分析爆炸仿真过程中的Von Mises有效应力信息,结合爆破破岩机制及Mises屈服理论,确定了深孔爆破的最佳炮孔装药结构。现场试验表明,优化的装药结构爆破块度均匀且爆破后冲作用得到有效控制,基本上解决了矿山深孔侧向爆破存在的问题,研究结果为深孔爆破的优化设计提供理论依据和技术支持。 相似文献
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水不耦合炮孔装药爆破冲击波的形成和传播 总被引:1,自引:0,他引:1
探讨了炮孔和装药间以水不耦合介质爆破时,在爆轰波压力和高压、高温爆生气体压力作用下,水中爆炸冲击波的形成和传播规律,求解了冲击波的初始参数和孔壁处冲击波参数,并应用弹性波动理论,提出了正入射情况下岩石内的初始冲击压力。 相似文献
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为了对近直立特厚煤层冲击地压进行防治,采用地面岩柱深孔爆破方法对煤层间岩柱进行预裂爆破,并采用地面EH-4探测法和井下瞬变电磁探测法对爆破前后岩柱体的物理力学结构进行探测,对卸压效果进行分析。EH-4探测表明,深孔爆破后岩柱结构破坏明显,在+550~+650 m水平范围时,岩柱体的电阻率等值线由近直立向近水平发育,视电阻率值主要集中在150~250 Ω·m,明显高于未爆破区域;井下瞬变电磁探测表明,深孔爆破后岩柱裂隙增大,探测区域前方20~90 m,视电阻率值从爆破前的25~86 Ω·m增加到爆破后的84~216 Ω·m,出现高阻异常区域。深孔爆破后岩柱破碎效果较好,岩柱体内积聚的弹性能得到释放,卸压效果明显,有效降低了冲击地压发生的危险性。 相似文献
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根据工程的地域特点和工程的施工要求,分析了爆破挤淤技术的原理、参数的选择和可能造成的影响,提出了减小影响的措施,论证了合理地选择爆破参数、采用爆破挤淤技术的可行性。施工实践证明用爆破挤淤技术建设防浪堤是成功的。 相似文献
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岩体不连续面迹长、产状、空间组合形态等的不确定性和复杂性,使结构面整体几何形态研究存在困难。利用岩体内大量随机展布的不连续面所具有的统计相似性,结合具有统计意义的数学方法进行结构面参数描述,是岩体随机不连续面三维网络模拟的基础,也为岩体稳定性评价提供可靠依据。本文基于数字近景摄影测量技术对长春市净月开发区东升采石场坡面进行调查研究,获取高精度的大量岩体结构面迹长、产状、间距、张开度等几何参数。利用Matlab编制Kolmogorov-Smirnov(K-S)检验程序,实现结构面参数的K-S法概率分布检验,分析了结构面参数所服从的概率分布类型;同时用SPSS软件检验程序正确性,并引入最优拟合度,选取符合多种概率分布参数的最优拟合概率模型。结果表明:研究区内结构面迹长、间距服从对数正态分布规律,产状服从伽马分布规律。 相似文献
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Yang Jin Tan Handong Jin Sheng Fu Liangkui Department of Applied Geophysics China University of Geosciences Beijing China 《中国地质大学学报(英文版)》2000,11(3)
INTRODUCTIONThe induced polarization(IP) method is one of the domi-nant ways to prospect the m ulti- m etallic ore,especially thehidden mineral ore.The method is also the effective way toexplore oil,gas,coal and underground water.The fieldsource of IP method is the active source,which needs electricpower and transm itting equipment.Not only will the heavyfield equipment increase the exploration cost and reduce thework efficiency,but also it is not suitable for the mountainarea where traf… 相似文献
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岩土参数的正态分布是岩土工程可靠分析的基本假定之一。目前,岩土工程参数的正态性检验以KS (Kolmogorov-Smirnov)检验为主,然而诸多研究表明,对于小样本数据,KS检验的正态性检验结果并不可靠。本文以废黄河泛滥沉积相粉土中的孔压静力触探(CPTU)锥尖阻力qt数据为研究对象,首先采用ANOVA (方差分析)检验,从CPTU测试资料中进行总体的样本筛选,然后应用SW (Shapiro-Wilk)检验、KS检验、LF (Lilliefors)检验和AD (Anderson-Darling)检验等4种正态性检验方法,在不同样本容量条件下,对测试数据进行正态性检验评价。当测试数据的样本容量充足时,分析结果表明:SW检验结果最为严格,KS检验结果最不保守,而LF检验和AD检验的严格性介于两者之间;对于常规岩土工程设计,采用KS检验结果即可满足稳定性分析要求,对于复杂岩土工程设计,采用SW检验对设计参数进行正态性检验,可降低设计的不确定性。 相似文献
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Aquifer test是先进的抽水试验和微水试验分析软件,与传统手工计算相比,具有操作简便、实用性强、可视化、对比分析速度快等特点,可大大提高科研人员的工作效率。目前已成为国外比较流行含水层试验分析软件,为高效地处理试验数据和参数计算提供帮助,在我国迅速普及推广这套应用软件意义重大。 相似文献
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SONG Linhua LIANG Fuyuan Institute of Geographical Sciences Natural Resources Chinese Academy of Sciences 《《地质学报》英文版》2001,75(3):288-293
This paper studies the CO2 distribution of soil atmosphere in the Shilin National Park. The measurement sites were chosen according to different topographic features and different vegetations. Seven measurement sites on 3 cross sections were chosen to pass through 3 karstic depressions or on the slopes of depressions. All measurement results show soils with pH values lower than 7.0 (from 5.4 to 6.6). There are 2 cases for the pH values of soil in different topographic features: the pH values of 2 profiles on the ridges or upper slopes of depressions are lower than those in the depressions; and the pH values of 2 soil profiles on the slopes of depressions are higher than those in the depressions. Most samples show relatively low humidity and CO2 contents on the ridges or slopes of depressions compared with soil profiles in the depressions. High CO2 contents occur at depths from -40 to -80 cm and high and dense grassland shows high CO2 contents in the soil atmosphere. Grass roots may grow and are distribu 相似文献
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Yonghui Chen Changguang Qi Hongyue Xu Charles W. W. Ng 《Geotechnical and Geological Engineering》2013,31(4):1359-1368
The plastic tube cast-in-place concrete pile (TC pile) with a small diameter consists of pre-driven plastic tube filled with concrete. Based on the case of TC pile-reinforced embankment on soft ground, and according to the monitoring data of the TC pile-reinforced embankment system, the treatment effect and reinforcement characteristics for this system were analyzed. The field monitoring results indicates that the critical height of embankment is about 1.1 times the pile net spacing, and the small-spacing arranged TC piles can be applied to low embankment engineering; the load share rate can reflect the degree of soil arching more better and steadily and exceeds 70 % at the end of monitoring period; the settlements of pile cap and soil between piles mainly occurs in the embankment construction period; the different settlement between pile cap and soil approaches the maximum and then reduces gradually when the embankment height is about 2.2 times the pile net spacing. The variation of layered settlement and pore water pressure illustrates that the embankment settlement is mainly caused by the compression of soils within pile length, which is about 90 % of the total settlement; the influence depth of pore water pressure is about 1/3 pile length. 相似文献
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