Study on Strength Influence Mechanism of Fiber-Reinforced Expansive Soil Using Jute

This study was undertaken to research the effects of jute fiber content, fiber length, water content and dry density of reinforced and unreinforced soil on the strength influence mechanism by implementing a series of laboratory tests and analysis. The most efficient fiber reinforcement effects was achieved by means of adding jute fiber with content of 0.6 % and length of 6 mm into expansive soil specimen prepared at maximum dry density and optimum moisture content. The cohesion of reinforced specimens increased first with increasing fiber content and fiber length and then decreased with further increase in fiber content and fiber length. The internal friction angle of reinforced specimens were not affected significantly by fiber content and fiber length. Higher water content reduces the fiber reinforcement effects by means of acting as lubricant in the interface of fiber and soil particles. Fiber reinforcement effects is more prominent for specimens prepared at higher dry density by increasing the effective contact area of fiber/soil. The application prospect of soil reinforcement using natural fiber is impeded by the hydrophilic nature and biodegradability of natural fiber, thus, studies on using chemical additive to do surface treatment for natural fiber are needed to improve the interfacial interaction of fiber/soil so as to widen the application of natural fiber.     

Modification of strain wedge method for lateral soil-pile interaction in sandEI北大核心CSCD

A modified strain wedge (SW) method for analyzing the behavior of laterally loaded single piles in sand is proposed. The modified model assumes that the lateral displacements of a pile behind the three-dimensional passive soil wedge are nonlinear, which makes the horizontal soil strain variable with depths instead of a constant value in the original strain wedge model, and also employs two different hyperbolic models, one for describing horizontal stress increment-strain behavior of soil in the wedge, and the other for describing the shear stress-displacement property at the interface between soil and pile shafts. An example is analyzed to demonstrate the effectiveness of the modified method, and a good agreement is obtained. Finally, the effects of modifications on the lateral bearing capacity of pile shafts are discussed. The results show that the problem of overestimating the lateral bearing capacity of piles with strain wedge method can be ameliorated by introducing the assumption of nonlinear lateral displacements of piles. It makes the SW method more convenient and effective in analyzing the behavior of laterally loaded piles by introducing the new relationships of horizontal stress increment-strain and shear stress-displacement.     

Coevolution between Terrestrial Ecosystem and Earth Environment

Coevolution between terrestrial ecosystem and Earth environment is a hot research topic in both biology and geology. Last progresses in these field are reported from following research subjects: evolution of jawed vertebrates(gnathostomata) from Silurian; occurrence of earliest forests from Devonian of Xinjiang; biodiversity of insects in amber from Cretaceous of Myanmar; Evolution of primates and geochemistry studies from Eocene/Oligocene; studies of Longdan fauna from Lingxia basin, Gansu Province of earlier Pleistocene and endemic cloven-breast fishes from Pliocene Tibet; the correlations thick-boned fish,Hsianwenia wui, and the aridification of the Qaidam Basin; monsoon climate and its impact on biodiversity; study on the flora from Mankang, Tibet of Miocene and its palaeoclimate; depositional environment and its impact on the preservation of fossils; contraction of high resolution Stratigraphic series by using data of paleomagnetism and mammal fossils.     

班公湖—怒江成矿带西段角西独立黑钨矿床的发现及其地质意义

角西石英脉型黑钨矿床系班公湖—怒江成矿带西段发现的首个独立黑钨矿床。文章通过对其矿体产出形式、矿化特征、蚀变类型等方面的研究,认为矿床成因类型属与岩浆热液有关的石英脉型黑钨矿。基于矿床现有的激电剖面测量和土壤地球化学剖面结果并结合矿床成因类型分析,笔者认为矿区尚具有一定找矿潜力,尤其云英岩型钨矿体应为下一步找矿工作部署的重点。角西石英脉型黑钨矿的发现将会丰富班公湖—怒江成矿带矿床成矿系列,完善区域成矿规律,拓展区域找矿方向,具有重要的区域成矿学与找矿意义,值得进一步研究。     

河南义马地区页岩气储层孔隙非均质性

运用高压压汞、液氮吸附及渗透率测试等实验,利用极差、突进系数、变异系数等参数,表征煤系页岩孔渗特征及孔隙层间非均质性,分析孔隙层间非均质性主控因素。结果表明:河南义马地区上、下石盒子组泥页岩微孔与小孔较为发育,山西组大孔较为发育,分别提供了气体吸附附着面积和储存运移空间;上石盒子组孔容与孔径相对偏差最小,孔隙分布均匀,山西组比表面积相对偏差最小,表面积分布均匀;随围压增大,渗透率不断降低,且满足负指数相关关系;渗透率级差、突进系数和变异系数显示下石盒子组渗透率非均质性较弱,山西组渗透率非均质性很弱,更易于压裂开发。非均质性宏观上主要受沉积物质组成和构造改造作用影响,微观上受成岩演化影响。     

北京后沙峪凹陷的第四纪地层划分与构造演化

通过对北京平原北部昌平、顺义、朝阳等区域的多个深孔资料、尤其后沙峪地区G3钻孔资料的深入分析,并开展磁性地层学及孢粉测试成果研究,建立了钻孔的磁性地层序列,结合南口—孙河断裂、顺义断裂以及黄庄—高丽营断裂的活动性研究成果,确定了后沙峪凹陷的第四纪地层格架,分析了凹陷的构造演化过程。结果表明,后沙峪凹陷上G3孔下更新统底界为511.7 m,中更新统底界为175.5 m,上更新统底界为31.6 m。在燕山期晚期,黄庄—高丽营断裂形成,控制了北京凹陷的西部边界,在北东向顺义断裂和北西向南口—孙河断裂共同作用下形成后沙峪凹陷。进入第四纪后,G3钻孔地层在早、中、晚更新世的沉积速率分别为0.198 mm/a、0.255 mm/a和0.243 mm/a;各条断裂活动速率的差异性客观反映出各块体之间的升降特点。由于后沙峪凹陷处于黄庄—高丽营断裂的上盘,同时也是顺义断裂的下盘,因此,断裂间的相互运动在第四纪沉积作用下形成了后沙峪凹陷。     

昌宁-孟连结合带牛井山早古生代埃达克岩锆石U-Pb年龄、岩石成因及其地质意义

昌宁-孟连结合带是西南三江地区重要的古特提斯结合带,本文报道该带牛井山蛇绿混杂岩带内的早古生代英云闪长岩的锆石U-Pb年龄和Hf同位素、全岩地球化学特征,探讨其岩石成因,揭示早古生代(原)特提斯演化过程和恢复古地理格局。利用LA-ICP-MS对英云闪长岩进行锆石U-Pb定年,获得~(206)Pb/~(238)U加权平均年龄为468±2Ma(MSWD=1.4,n=22),代表岩浆岩结晶时代。对锆石进行原位微区Hf同位素分析获得锆石ε_(Hf)(t)=+1.6~+2.8。牛井山英云闪长岩具有高的SiO_2(61.6%~67.16%),Al_2O_3(15.4%~17.64%),Na_2O(2.93%~3.25%)含量,高的Na_2O/K_2O(3.9~5.4)比值。微量元素具有高Sr(469×10~(-6)~533×10~(-6)),低Yb(0.66×10~(-6)~1.22×10~(-6))和Y(8.5×10~(-6)~16.3×10~(-6)),Eu正异常(1.01~1.37)的特征。此外,在同等SiO 2条件下,还具有相对高的Mg~#和MgO(Mg~#=50~51,MgO=2.84%~3.58%)。这些特征表明英云闪长岩具有高镁埃达克岩的性质。岩石成因研究表明牛井山高镁埃达克岩很可能是俯冲洋壳加上部分大洋沉积物部分熔融并与上覆地幔橄榄岩反应的产物。早古生代洋壳俯冲成因的埃达克岩的发现证明昌宁-孟连特提斯洋演化历史可追溯至约468Ma。昌宁-孟连结合带早古生代岩浆作用与龙木错-双湖结合带早古生代洋壳残片的时代一致、构造属性相似,我们认为昌宁-孟连结合带与木错-双湖结合带可对比,它们代表了一个统一的古生代特提斯大洋残余。     

延边和龙地区地质特征及地基承载力的研究

关于延边和龙地区地质特征及地基承载力确定方法的研究较少,通过土工试验,重型动力触探试验和标准贯入试验原位测试方法,分别对和龙地区常在工程中用作持力层的圆砾层和全风化泥岩层的地基承载力进行了测试研究,得到了圆砾层颗粒级配、地基承载力特征值、变形模量的数据,全风化泥岩层地基承载力特征值的数据。对试验数据进行统计分析,得出和龙地区圆砾层地基承载力范围,得出圆砾层地基承载力特征值、变形模量与重型圆锥动力触探锤击数线性相关的结论,以此建立适合当地地质条件的相关经验公式。为延边和龙地区岩土工程勘察工作确保获得可靠、适用的岩土参数提供经验与依据,为周边相似地层的研究提供参考。