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根据地质勘探小断面巷道的特点,结合对LZ-30G型立爪装载机的研究和设计,论文提出了小型立爪装载机的主要参数——生产率的计算式,并经过了生产验证。论文还对整机功率的计算和传动形式的选择、总体布置的技术要求和设计要点作了简明论述。 相似文献
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本次研究采用断面正应力大小、泥岩削刮比(SGR)、断裂带充填物泥质含量(Rm)和断面紧闭指数等定量参数,对车拐地区红车断裂封闭性进行了详细评价。结果显示泥岩削刮比(SGR)均值为0.6,断裂带充填物泥质含量(Rm)均值为0.51,泥质充填程度较高,断面正应力大小变化不大,为69.54~73.11MPa,整体较大,紧闭指数为1.28~8.25,均值为3.98。从而认为准噶尔盆地车拐地区红车断裂带二叠系及三叠系封闭性较好,侏罗系封闭性差。红车断裂带中部、北部断层封闭性较好,而发育于浅部乌尔禾组、三工河组内的小断层在现今及油气成藏期的封闭性也普遍较好。 相似文献
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北支河槽容积变化是北支河道演变趋势在定量上的直接表现,河道边界条件和河床泥沙运动是影响河槽容积变化的主要因素。收集1986—2013年长江口北支河道年实测地形资料,利用GIS技术建立不同时期水下数字高程模型,进行北支河槽容积变化和河床冲淤变化特征分析。结果表明,北支岸线圈围和泥沙淤积导致了1986年以来河槽容积萎缩。北支河槽0m线以下容积共减少约7.110亿m3,岸线圈围引起河槽容积减少4.000亿m3,占比56.3%;泥沙淤积引起的河槽容积减少3.110亿m3,占比43.7%。具体而言,北支上段河槽容积萎缩主要是泥沙淤积所致,其航道开发综合利用应遵循上段的泥沙运动规律特点;中段则是边滩圈围和沙洲并岸引起,边界调整后束流作用加强,河床冲刷,断面形态调整后水深条件更加有利于中段的航道利用开发;下段是泥沙淤积和边滩圈围共同影响所致,泥沙淤积影响略大,但下段沿北岸-5m深槽始终存在且稳定,具备航道开发利用的河势基础,且南侧河道边界仍具有可圈围的余地。 相似文献
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甘肃地矿局第三队一分队是在探矿二队机掘队基础上扩大组成的机掘队。从81年起,在2×2米~2的小断面坑道掘进中推广使用凿岩台车、梭式矿车、牵引机车和装岩机(以下简称“三车一机”)以来,已掘进坑道1436.26米。在中深坑道中实现了机械化作业,劳动生产率显著提高,单位成本已较大幅度的下降。今年在马家山矿区施工4.66个台月,掘进坑道782.9米,队月平均效率为168.03米,为年计划的133.36%,最高台月效率217.02米,单位进尺成本379.73元,按计划降低12.3%,做到了安全生产,深受工人们的欢迎 相似文献
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XRC-1型斜井人车是地矿部勘探技术研究所研制的国内最小型安全人车。在钢丝绳折断或其它原因而需紧急止动时,该车可以自动抱轨停车,以防事故的发生。我队在柳木坑矿区施工斜井时对该机进行了试用。通过使用表明,该人车性能良好,适合小断面勘探斜井施工使用。 相似文献
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在工区面积大、钻井少的情况下开展地震相研究,可以有效绘出沉积相展布图。对四川盆地中部雷口坡组四3亚段利用GS1和YS104两口井进行地震地质标定,建立了膏盐湖、白云岩坪及颗粒滩等几种不同沉积微相的地震响应模式。膏盐湖相表现为强振幅、高连续的地震响应,而颗粒滩及白云岩坪主要表现为中振幅、低连续的地震响应特征。在地质标定基础上,对全区利用波形分类技术开展地震相研究,恢复了古沉积环境,获得了颗粒滩相及白云岩坪的展布图,这些分布区是有利储层的发育区。龙岗—营山—南充—蓬溪一带处于颗粒滩、白云岩坪有利相带,且处于雷四3亚段地层剥蚀线附近,受岩溶改造强烈,储层较为发育,是川中地区的重要勘探对象。 相似文献
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利用两种土石料三轴CD试验数据确定两组椭圆-抛物双屈服面模型参数,研究了模型参数? 、KG、n、h、m、M1、M2和pr分别单独变化(而其他参数保持不变)对模型所反映的土的应力-应变关系的影响。结果表明,土体的体积应变对参数h、m比较敏感;? 、KG、n对剪胀性土的体变影响较大,而对剪缩性土体变影响不明显;? 、KG、n、h和m对模型反映的强度没有影响;pr变化对体变和强度影响均较小。M1和M2对强度和体变均有显著影响,且M1和M2中的小值决定模型的强度。定义了灵敏度,即一种用于表示模型参数对其所反映的应力-应变的影响程度的参数。分析表明,不同的参数,其灵敏度差异很大;不同的土类,参数灵敏度差异也较大。实际应用时,对灵敏度大的参数取值应特别慎重。 相似文献
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泡沫流变模型试验研究 总被引:2,自引:0,他引:2
泡沫流变模型是进行泡沫钻井流变和水力参数计算、指导实际作业的理论基础。通过室内精确测试泡沫流过模拟实钻循环管路压差和流速的变化对泡沫流变性进行研究,结果表明,泡沫流体可用幂律假塑性模型和宾汉塑性模型来表征,以幂律假塑性模型最接近实际流变性。 相似文献
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Can pseudotachylytes be used to infer earthquake source parameters? An example of limitations in the study of exhumed faults 总被引:1,自引:2,他引:1
Tectonic pseudotachylytes might be used to constrain earthquake source parameters, such as dynamic shear stress resistance, average dynamic friction and slip-weakening distance. Estimation of dynamic shear stress resistance and dynamic friction from field studies is based on the assumption that the volume of melt produced during coseismic slip is proportional to the frictional work converted to heat on the fault surface. Conditions conducive to a realistic estimate of dynamic shear resistance are: (i) the presence of large outcrop exposures that allow for estimation of the volume of pseudotachylyte; (ii) the presence of structural markers offset by faults in order to relate the displacement accommodated by the fault with the volume of melt produced; (iii) data that provide an estimate of the initial melt temperature; and (iv) determination of host-rock temperature and pressure conditions that may have existed during seismic faulting. An independent indication that steady-state friction in the presence of melts might be achieved during coseismic slip arises from the dependence of the fractal dimension of the fault profile (intersection of the fault surface with the outcrop surface) with displacement. This relation could also indicate the slip-weakening distance (Hirose, T., Shimamoto, T., 2003. Fractal dimension of molten surfaces as a possible parameter to infer the slip-weakening distance of faults from natural pseudotachylytes. Journal of Structural Geology 25, 1569–1574).The above conditions are all satisfied in the case of the Gole Larghe Fault Zone, which consists of hundreds subparallel strike-slip faults that cut tonalites of the Adamello batholith (Italy). The thickness of pseudotachylyte-bearing faults increases with displacement. From displacement/thickness ratios and energy balance calculations, we determined the dynamic shear resistance for several pseudotachylyte-bearing faults. In the same faults, the fractal dimension of the fault profile increases from 1.0 to 1.16 with displacement. This was also observed in experiments where steady-state friction in the presence of melt was achieved (Hirose, T., Shimamoto, T., 2003. Fractal dimension of molten surfaces as a possible parameter to infer the slip-weakening distance of faults from natural pseudotachylytes. Journal of Structural Geology 25, 1569–1574). However, we will show that the estimate of the dynamic shear stress resistance, average dynamic friction and slip-weakening distance in the studied faults is limited by the uncertainties to attribute the measured displacement to a single seismic rupture. Since many pseudotachylytes in the upper seismogenic crust overprint preexisting cataclasites, it is suggested that future field and experimental work should be addressed to determine microstructural indicators (i.e. evolution of cataclastic fabric with displacement) within cataclasites, which might constrain the contribution of the cataclastic, pre-pseudotachylyte displacement to the total displacement accommodated by the fault. 相似文献
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《International Geology Review》2012,54(12):1585-1592
Computations must be done on chemical analyses of selected representative rock samples collected from zones of increasing or decreasing intensive rock metasomatism as opposed to a random sampling from such zones without regard to such systematic processes require "constant volume" metasomatism and appears to satisfy the following requirements: a) the computations must be in terms of ions; b) for any standard volume, the number of anions and cations making up the minerals of the rock should be counted (as units); c) it must take account of the rock's porosity; d) the calculations themselves should be as simple as possible. A standard volume (such as 10,000Å3) is chosen and a computation made of the number of anions in it for each of the rocks to be compared, later adding the cations according to the results of chemical analysis. Two methods of computation of anions contained in a standard volume equal to 10,000Å3 are proposed: 1) a method of computation based on the quantitative mineral composition of the rock, and 2) a method of computation based on the volumetric weight of the rock.- -Robert M. Hutchinson. 相似文献
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含水矿物在真空下的释Ar机制:Ar-Ar热年代学面临的新问题 总被引:2,自引:0,他引:2
地质体的实际情况、激光显微探针束研究、XRD和SEM观测以及真空加热下Ar的释放特征都表明体积扩散不是含水矿物在真空加热中释放Ar的唯一机制。在低温下 ,Ar的释放主要受由缺陷引起的短程扩散和体积扩散共同作用的多途径扩散机制制约 ;而在高温下 ,由于含水矿物在真空中不够稳定 ,Ar的释放受到脱羟基、脱氢、氧化反应、分层作用等造成的晶体结构改变的强烈影响。含水矿物在高温下的氧化分解会导致矿物中原始Ar浓度梯度的均一化 ,因而无法得到真实的Ar分布剖面 ,也无法据此计算矿物的封闭温度 ,并进而可能影响到ArAr年龄坪的地质意义。 相似文献