基于恐龙足迹重建攀西地区白垩纪恐龙动物群

攀西地区没有白垩纪恐龙骨骼化石记录,对该区白垩纪恐龙动物群组合的认识尚属空白。1991年,攀西地区首次发现了恐龙足迹,此后陆续发现了8个足迹点。这些足迹点共发现9种不同的非鸟恐龙足迹(6种非鸟兽脚类、1种蜥脚类和2种鸟脚类足迹),以及翼龙和龟类足迹。共11种足迹形态类型由185道行迹(与孤立足迹)组成,可能代表着同等数量的造迹者。其中飞天山组的组合多样性最强,小坝组和雷打树组较弱。这个相对全面的足迹数据库,为该地区白垩纪四足类的古生态学普查提供了动物群的组成信息,这在该缺乏骨骼化石的地区显得尤为重要。     

内蒙古东乌旗沙麦钨矿床的成矿时代

内蒙古东乌旗沙麦钨矿位于贺根山断裂带以北的兴蒙造山系二连-东乌旗弧盆带内,为岩浆期后高温热液黑钨矿石英脉型矿床。采用黑钨矿Sm-Nd同位素分析获得黑钨矿的形成年龄为137.9±1.7Ma,采用TIMS锆石U-Pb同位素定年获得赋矿黑云母花岗岩的形成年龄为139.1±0.93Ma,据此提出,沙麦钨矿床的形成时代为燕山晚期,这与区域上大兴安岭西坡主要金属矿床的形成年龄数据相吻合。黑钨矿的初始ε_(Nd)值为正值,与中亚造山带内大量花岗岩的εNd值均为正值的特点相一致,表明其来源于亏损地幔源。     

Effects of size and strain rate on the mechanical behaviors of rock specimens under uniaxial compression

Size and strain rate are two key factors that dramatically influence the estimation of rock mechanical behaviors. To better understand the effects of size and strain rate on measured rocks, rock specimens with six different sizes were tested at six different strain rates under uniaxial compression using the MTS 815 Rock Mechanics Test System. Having determined that the size and strain rate significantly affect the peak strain, peak stress, elastic modulus, acoustic emission (AE), and failure pattern of the rock specimens, the relation was established between the strength and the size and strain rate of red sandstone. And the variation was revealed among the size and strain rate, the AE, and the failure pattern. It turned out that the peak stress was negatively correlated with the rock size and was positively correlated with the strain rate. When the length to diameter ratio (L/D) of the rock specimen was less than 2.0, the AE appeared mildly. The AE quantities gradually increased before the peak stress, and then sharply decreased after the peak stress. The failure pattern of the rock specimen was relatively complicated, with a fracture plane appearing along the axial direction. Conical failure type was also presented. When the L/D ratio of the specimen was greater than 2.0, the AE characteristics of red sandstone showed the radical model. There were relatively few AE rings before the peak stress. But the AE rings increased suddenly and dramatically during the peak stress. The rock specimens primarily failed with a single shear plane. Moreover, with an increase in the strain rate, the AE activities were enhanced and the AE quantities increased. When the strain rate of the rock specimen was less than 5.0?×?10^?4/s, the rock specimen failed with a shear or tensile-shear pattern. And when the strain rate was greater than 5.0?×?10^?4/s, the rock specimen tended to fail in a conical pattern.     

Soil phosphorus composition and phosphatase activities along altitudes of alpine tundra in Changbai Mountains,China

Alpine tundra ecosystems have specific vegetation and environmental conditions that may affect soil phosphorus(P) composition and phosphatase activities. However, these effects are poorly understood. This study used Na OH-EDTA extraction and solution31 P nuclear magnetic resonance(NMR) spectroscopy to determine soil P composition and phosphatase activities, including acid phosphomonoesterase(Ac P), phosphodiesterase(PD) and inorganic pyrophosphatase(IPP), in the alpine tundra of the Changbai Mountains at seven different altitudinal gradients(i.e., 2000 m, 2100 m, 2200 m, 2300 m, 2400 m, 2500 m, and 2600 m). The results show that total P(TP), organic P(OP), OP/TP, Na OH-EDTA extracted P and AcP, PD, and IPP activities over the altitude range of 2500–2600 m are significantly lower than those below 2400 m. The dominant extracted form of P is OP(73%–83%) with a large proportion of monoesters(65%–72%), whereas inorganic P is present in lower proportions(17%–27%). The activity of Ac P is significantly positively correlated with the contents of soil OP, total carbon(TC), total nitrogen(TN), and TP(P 0.05), indicating that the Ac P is a more sensitive index for responding P nutrient storage than PD and IPP. Soil properties, P composition, and phosphatase activities decrease with increased altitude and soil p H. Our results indicate that the distribution of soil P composition and phosphatase activities along altitude and Ac P may play an important role in P hydrolysis as well as have the potential to be an indicator of soil quality.     

安哥拉罗安达湿陷性砂的载荷试验研究

安哥拉罗安达广泛分布的湿陷性砂（Quelo砂）,是一种对水十分敏感的特殊砂土,具有浸水后强度降低,并产生湿陷变形的特殊性质,由于缺乏相应的资料和工程经验,其湿陷程度和承载特性是评价的难点。本文通过天然和浸水饱和条件下的载荷试验,实测和研究了罗安达Quelo砂的湿陷变形特点和不同条件下的承载力特征。试验研究结果显示,罗安达Quelo砂是一种湿陷程度为轻微—中等的湿陷性土;Quelo砂的承载力对水分异常敏感,地基土含水率的微小变化即可导致承载力数倍的降低,且饱和后的承载力较小,试验场地浸水饱和后的地基承载力深度修正系数可取1.07。试验表明,在工程实践中考虑地基土含水率变化对地基承载力的影响,不采用消除地基全部湿陷量或部分湿陷量的方法,而将红砂地基当做一般地基进行设计是可行的。     

锚固岩体的单轴压缩力学特性及其各向异性特征分析

通过对含有锚杆的水泥砂浆试件进行单轴压缩试验,系统地研究了锚杆的布置方式对试件强度和变形特性的影响。研究结果表明:(1) 当锚杆横截面的连线呈直线或者正方形时,随着锚杆数量的增加,试件的抗压强度、弹性模量均会逐渐增加,试件峰值应变的变化没有固定规律;(2) 当锚杆横截面的连线呈直线时且试件中的锚杆数量相同时,荷载方向垂直于锚杆横截面的连线时试件的抗压强度和弹性模量,大于荷载方向平行于锚杆横截面的连线时试件的抗压强度和弹性模量。     

四川旺苍大河坝浅变质岩型石墨矿床地球化学特征与成因分析

大河坝石墨矿是川北米仓山南缘石墨矿带新发现的大型显晶质石墨矿床。研究了该矿床的地质特征和矿石主量、微量及稀土元素地球化学特征,结果表明:含矿岩层为副变质岩,矿区石墨矿体原岩沉积于缺氧的还原环境,原岩为一套含碳质黏土质细—粉砂岩及含碳质泥灰岩组合。微量元素特征指示矿体原岩由近海陆源碎屑物沉积形成,沉积水体主要为盐度较低的、混合不均匀的淡水—半咸水。矿石ΣREE平均值为150×10^-6,与泥灰岩相近;δCe值平均为0.91,呈弱负异常,δEu值平均为0.67,呈负异常,具滨海潮坪相沉积特征。含矿岩石δ¹³C值为-21.4‰~-19.0‰,平均为-19.86‰,表明成矿碳质来源主要为有机碳,并混合了部分无机碳。矿床成因类型为沉积变质型,其变质作用可能包括多次区域变质作用并叠加了混合岩化作用。     

和龙市星火林场地区银矿点成矿地质特征及找矿标志总结

在阐述星火林场地区银矿点地质特征的基础上,讨论矿点成因,总结找矿标志.矿点位于晚二叠世花岗闪长岩中,目前已发现三条银矿体,Ⅰ号、Ⅱ号矿体受北西向断裂构造带控制;Ⅲ号矿体位于北东向断裂带内.矿石类型为硅化蚀变岩型,矿点成因类型为岩浆热液型.硅化、钾长石化、绢云母化及黄铁矿化是矿化蚀变标志,闪长玢岩是脉岩找矿标志,Ag元素异常及Ag-Pb-Zn组合异常是地球化学找矿标志.     

工程结构三维疲劳裂纹最大应力强度因子计算

介绍了裂纹的类型、裂纹尖端应力场的奇异性。以一维问题为例,推导论证了奇异单元能够很好的反映裂纹尖端应力场的奇异性。应力强度因子一般表达式表明应力强度因子与载荷呈线性关系,并依赖于物体和裂纹的几何形状和尺寸。本文借助大型通用有限元软件ANSYS,采用位移外插法计算了三维表面裂纹前沿不同位置处的应力强度因子,并与《应力强度因子手册》基于实验的理论公式计算结果相比较。结果表明:有限元结果与理论解误差较小,裂纹最深处应力强度因子最大。