Evolution of induced fabric in a strain space multiple mechanism model for granular materials     

Susumu Iai  Tetsuo Tobita  Osamu Ozutsumi 《国际地质力学数值与分析法杂志》2013,37(10):1326-1336

The strain space multiple mechanism model idealizes the behavior of granular materials based on a multitude of virtual simple shear mechanisms oriented in arbitrary directions. Within this modeling framework, the virtual simple shear stress is defined as a quantity that depends on the contact distribution function as well as the normal and tangential components of inter‐particle contact forces, which evolve independently during the loading process. In other terms, the virtual simple shear stress is an intermediate quantity in the upscaling process from the microscopic level (characterized by the contact distribution and inter‐particle contact forces). The stress space fabric (i.e. the orientation distribution of the virtual simple shear stress) produces macroscopic stress through the tensorial average. Thus, the stress space fabric characterizes the fundamental and higher modes of anisotropy induced in granular materials. Comparing an induced fabric associated with the biaxial shear of plane granular assemblies obtained via a simulation using Discrete Element Method to the strain space multiple mechanism model suggests that the strain space multiple mechanism model has the capability to capture the essential features in the evolution of an induced fabric in granular materials. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

无水侵气藏储量计算的新方法     

杨琳  ;李晓平  ;唐灵  ;雷思罗 《海洋地质译丛》2009,(1):38-41

异常高压气藏因为自身的特性决定了在开发初期计算储量的不容易。根据物质平衡方程，提出了计算异常高压气藏储量的新方法，并且通过实际开发数据进行了方法可行性的证明。  相似文献   

Spatial variability of nitrogen isotope ratios of particulate material from Northwest Atlantic continental shelf waters     

R.A. McKinney  A.J. Oczkowski  J. Prezioso  K.J.W. Hyde 《Estuarine, Coastal and Shelf Science》2010

Human encroachment on the coastal zone has led to concern about the impact of anthropogenic nitrogen (N) on estuarine and continental shelf waters. Western North Atlantic watershed budgets suggest that the export of human-derived N from estuaries to shelf waters off the east coast of the US may be significant; however, models based on water inputs and estimates of upwelling of deepwater nutrients to surface waters of the mid-Atlantic bight indicate that estuarine N may be a relatively minor component of the overall shelf N budget. Stable N isotope ratios could provide a means to assess the relative input of anthropogenic N to shelf waters, particularly since dissolved N from human sources has elevated δ¹⁵N values (range: 7–30‰). We collected particulate material from surface shelf waters off the US east coast from 2000 to 2005 at near-shore sample sites proximal to the mouth of six estuaries and corresponding sites farther offshore. Near-shore (mean 33.7 km from estuary mouth) δ¹⁵N values ranged from 5.5 to 7.7‰ Offshore values (mean 92.4 km from estuary mouth) were consistently lower than near-shore sites (average 4.7 ± 1.0‰ versus 6.8 ± 1.1‰), suggesting different N sources to near and offshore stations. Near-shore regions are often more productive, as mean monthly chlorophyll-a concentrations from the sea-viewing wide field-of-view sensor (SeaWiFS) were significantly higher at near-shore sites near the mouth of three of the six estuaries. A mass balance using a concentration-dependent mixing model with chlorophyll-a concentrations as a surrogate for dissolved inorganic nitrogen can account for all of the nitrogen at near-shore sites south of Cape Cod with estuarine nitrogen estimated to contribute 45–85% of the nitrogen to the near-shore surface particulate material. Our results support the hypothesis that estuarine nitrogen is influencing continental shelf ecosystems, and also provide preliminary evidence of the spatial extent of its influence on shelf waters in the mid-Atlantic bight.  相似文献   

Material stability analysis of rock joints     

Jérôme Duriez  Félix Darve  Frédéric‐Victor Donzé  François Nicot 《国际地质力学数值与分析法杂志》2013,37(15):2539-2562

For prediction of rockfalls, the failure of rock joints is studied. Considering these failures as constitutive instabilities, a second‐order work criterion is used because it explains all divergence instabilities (flutter instabilities are excluded). The bifurcation domain and the loading directions of instabilities, which fulfill the criterion, are determined for any piecewise linear constitutive relation. The instability of rock joints appears to be ruled by coupling features of the behavior (e.g., dilatancy). Depending on the loading parameters, instabilities can lead to failure, even before the plastic limit criterion. Results for two given constitutive relations illustrate the approach. Some given loading paths are especially considered. Constant volume (undrained) shear and τ‐constant paths are stable or not depending on the link between the deviatoric stress and strain along undrained paths, as found for soils. Some unstable loading paths are illustrated. Along these paths, failure before the plastic limit criterion is possible. The corresponding failure rules are determined. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

芝罘岛黄土状黄土的沉积特征与物源分析     

牛洪燕  金秉福  刘春暖  钟军伟  张照贵 《海洋地质与第四纪地质》2010,(1)

芝罘岛黄土状黄土记录了丰富的古地理信息,利用粒度分析、显微镜碎屑矿物鉴定、黏土矿物X射线衍射峰能谱分析,对芝罘岛2个剖面13个黄土样品进行分析,获得芝罘岛黄土状黄土的典型特征:芝罘岛黄土状黄土以粉砂为主,其他组分砾、砂、粉砂俱全,且在粒度组成上占有一定的比例;在碎屑矿物组成上,芝罘岛黄土状黄土具有含量较大的当地基岩才有的典型矿物;两个黄土剖面特征存在一定的差异性;这些都表明芝罘岛黄土状黄土在物质来源上的多源性和近源性。黏土矿物在垂向上的变化,反映了芝罘岛黄土堆积时的冷暖旋回,为多源的物质堆积提供了条件。  相似文献   

煤巷与支护相互作用的冲击破坏试验与数值分析     

吕祥锋  潘一山  唐巨鹏  肖晓春 《岩土力学》2012,33(2):604-610

采用相似材料试验和数值模拟相结合的方法,对锚网锚杆、U型钢和吸能支护条件下煤岩巷道冲击破坏过程进行研究,揭示了巷道与支护相互作用下的巷道冲击破坏机制。试验和数值计算研究结果表明,不同支护作用下巷道冲击破坏规律表现基本一致,在冲击载荷作用下,巷道顶板有明显下沉,底板出现起鼓现象,两边帮均向巷道内部方向发生弯曲变形,形成裂缝,进而扩展和贯通,并有抛出物冲入巷道内。根据模型试验和数值计算结果可知,不同支护条件下冲击破坏程度不同,吸能支护具有良好的缓冲和吸能特性,巷道变形较小,整体稳定性好,更适合于冲击地压巷道的支护。  相似文献   

秦巴山区软岩地基桥桩承载性状试验研究     

曲直  姜海力  刘永军  李国旗 《西安地质学院学报》2012,(2):97-105

为了研究软岩地基桥桩的荷载传递性状、破坏机理,并获取在该地质条件下更为可靠的桩基计算参数,对秦巴山区软岩地基3根钻孔灌注试桩进行竖向静载试验。结果表明：秦巴山区软岩地基桥桩试桩荷载沉降曲线呈陡降型,实测竖向极限承载力为20 500kN,桩的破坏方式为桩身材料强度破坏;淤泥质亚黏土地层中的碎石起到一定的骨架作用,增强了此地层桩极限侧阻力,发挥极限侧阻力所需的桩土（岩）相对位移为4～8mm;强风化砾岩表现为加工软化型,发挥极限侧阻力所需的桩土（岩）相对位移为3～8mm;中风化砂砾岩表现为明显的加工硬化型,所需的桩岩相对位移大,且桩极限侧阻力的特征点不明显;淤泥质亚黏土地层桩侧阻力占总荷载的60%～70%,随着桩顶荷载的逐步加大,该地层桩侧阻力所占比例不断下降,而嵌岩段桩侧阻力所占比例逐渐上升,达到55%～65%,嵌岩段桩侧阻力沿桩深的分布曲线表现出非线性的特征;试桩为端承摩擦桩,桩端阻力约占桩顶荷载的20%左右,且未充分发挥,在上部结构允许的沉降范围内,适当增加桩端的沉降有利于端阻力的发挥;桩侧阻力先于端阻力发挥,建议单桩承载力设计时分别采用不同的端阻力和侧阻力安全系数。  相似文献   

含交叉裂隙岩体相似材料试件力学性能单轴压缩试验   总被引：3，自引：0，他引：3  

张波  李术才  杨学英  张敦福  邵长利  杨为民 《岩土力学》2012,33(12):3674-3679

以相似材料制作含交叉裂隙岩体试件,考虑主裂隙与加载方向之间角度变化及主、次裂隙之间角度变化制作20组试件,对试件进行单轴压缩试验,研究交叉裂隙对岩体破坏模式及力学特性的影响。研究表明,主裂隙与加载方向呈0°及90°时,试件破坏主要为沿次裂隙扩展的剪切型破坏;当主裂隙与加载方向呈30°及45°时,试件破坏主要是沿主裂隙扩展所致的剪切型破坏;主裂隙角度一致情况下,大部分含交叉裂隙岩体破坏强度高于含单向裂隙岩体,含交叉裂隙岩体试件应力-应变曲线峰后下降斜率比含单向裂隙岩体大;主裂隙角度一致情况下,当次裂隙与主裂隙呈45°夹角左右时,岩体试件强度较低,当次裂隙与主裂隙呈30°及90°夹角左右时,岩体试件强度较高。  相似文献   

湖北鸡笼山矽卡岩型金铜矿床铅同位素地球化学研究   总被引：1，自引：0，他引：1  

贾宝剑  李胜荣  杨庆雨  庞阿娟  杨成栋  严育通 《现代地质》2012,26(3):471-477,488

湖北鸡笼山金铜矿床是长江中下游铁铜金多金属成矿带鄂东南成矿区中典型的矽卡岩矿床,对其成矿物质来源的专门研究相对贫乏。对鸡笼山矽卡岩带的11件黄铁矿、2件方铅矿和2件闪锌矿样品进行了铅同位素分析,结果显示206Pb/204Pb为17.358～18.589,207Pb/204Pb为15.414～15.745,20 8Pb/204Pb为37.956～39.094,矿石铅属异常铅,其单阶段模式年龄(136.3～707.3 Ma)不能代表成矿年龄,但其分布特征反映了铅的多源混合特征。同位素构造模式图上投点的线性分布特征显示了花岗闪长斑岩、矽卡岩、大理岩中的铅同位素演化具有很好的继承性和相应性,但各类铅同位素组成在20 8Pb/204Pb-206Pb/204Pb图上均落在下地壳和地幔之间,指示其具有来自壳幔边界附近的深源的特点。鸡笼山金铜矿床、丰山洞铜钼矿床、城门山铜金矿床、铜绿山铜铁矿床4个相似矿床的铅同位素组成进行对比,显示整体成矿物质来源在主体相似的背景下也具有局部的差异性。  相似文献   

定量分析宝石材料化学成分的激光诱导离解光谱方法研究     

涂彩  袁心强 《地质科学译丛》2012,(2):25-29

主要针对宝石材料进行了激光诱导离解光谱技术定量分析方法的总结以及对比研究。选择外标法、自由定标法和归一化的外标法三种较为适用于宝石材料分析的方法进行了介绍。选取陨石玻璃、绿辉石、紫色翡翠以及硅酸盐玻璃等成分较为均匀的样品作为分析对象,使用中国地质大学（武汉）珠宝学院自制的激光诱导离解光谱设备,分别运用三种方法对其进行了定量分析的计算。定量分析结果显示,外标法易受成分变化及结构差异而造成的基体效应的影响,分析的准确度不高;自由定标法在分析成分复杂的样品时,其影响因素十分复杂,会产生较大的误差;归一化的外标法可有效校正基体效应的影响,其定量分析结果要优于前两者,虽然在微量元素分析准确度上尚需改进,但不失为一种较好的快速定量分析宝石材料的定量分析方法。  相似文献