宇宙分维构造及其数学基础

探讨了宇宙分维构造的形式,给出了分维微积分及分形测度的数学基础,包括分维导数及分维微积分的表述形式、分维微分方程的规整空间积分解、分形测度的分维微积分定义及自相似分形的测度计算方程．作为诠释,探讨了原子核内中子与质子的趋势关系方程,以及其周期解和原子序数极限值。     

循环单剪下珊瑚钙质砂和普通硅质砂剪切特性对比研究

对普通硅质砂和西沙群岛珊瑚钙质砂开展多级正应力下循环单剪试验,对比多循环周期下两种砂土剪切性质和颗粒破碎的差异。研究发现,两种砂样在循环剪切下体积变化都比较微弱,剪切过程中存在阶段性剪胀,使得试样的轴向位移呈波动变化;循环单剪下剪应力峰值包络线可以用联合型指数函数表达;剪应力随循环周期变化分为同步阶段和差异阶段,两个阶段转变节点对应的循环周期数随着正应力的增大而迅速减小;同步增长阶段珊瑚钙质砂和普通硅质砂的剪应力变化一致,在差异阶段普通硅质砂的剪应力要高出珊瑚钙质砂。两种砂剪应力差异程度随试验正应力不同而变化,普通硅质砂剪应力最大可高出珊瑚钙质砂14.7%;珊瑚钙质砂和普通硅质砂的颗粒破碎存在明显差异,珊瑚钙质砂全粒径范围内颗粒破碎分布更均衡,普通硅质砂在特定粒径区间内出现了剧烈的颗粒破碎,颗粒级配曲线存在明显拐点。普通硅质砂和珊瑚钙质砂滞回曲线的形状及随循环次数的变化规律有显著差异,是两种砂样剪切性质不同的重要体现。     

季冻土路基永久变形现场监测与分析

利用光纤光栅开展了为期两年的季冻土路基永久变形现场监测,考虑了不同场地、不同时段、不同轴载组合对永久变形的影响。监测结果显示：（1）受气温影响,路基温度在正冻期和正融期随时间呈振荡线性变化,在一个冻融循环内,市区监测场地埋深30 cm和75 cm位置,地温变化范围分别为-9.0～14.4 ℃和-1.9～15.4 ℃,且随深度增加地温对气温的响应逐渐减弱,滞后性增强;（2）两个监测场地,当路基处于完全冻结状态时,车辆作用下的永久变形均较小,但在正融期,同样车重作用下路基永久变形增大,最大变形是冻结期的4.5倍,是融化期的4.2倍;（3）路基经历了两次冻融循环后,变形仍未稳定,在重载车辆作用下其永久变形仍不可忽视;（4）以轴重40 kN车辆引起的路基最大永久变形为基准,轴重80 kN及250 kN车辆引起的实测永久变形分别增大17倍及215倍,永久变形与轴重非线性关系明显;（5）冻融和重载叠加作用会产生最不利组合,放大路基永久变形,对此需特别关注。     

秘鲁南部阿雷基帕段海岸岩基带找矿方向探讨

通过详细的岩相学和锆石U-Pb年龄的研究,秘鲁海岸岩基带阿雷基帕段的填图工作得到了补充,该岩基带岩浆活动可分为7个阶段和4个旋回,各阶段都显示出不同的岩浆容量,其地貌主要表现为岩基和岩脉。旋回Ⅰ和旋回Ⅱ代表侏罗纪岩浆活动阶段（201~145Ma）,岩浆分异为辉长岩到花岗岩;旋回Ⅲ和旋回Ⅳ代表白垩纪岩浆,岩浆分异为英云闪长岩-二长花岗岩、闪长岩与花岗闪长岩及英云闪长岩-花岗闪长岩。对角闪石和黑云母矿物晶体的数量关系研究表明,旋回Ⅰ的侵入岩有大量辉石和角闪石结晶,并伴随金-铁成矿作用;旋回Ⅱ有大量的群集角闪石晶体和呈定向排列或群集的六边形黑云母,且伴随铜-金-铁成矿作用;旋回Ⅲ侵入岩内发育角闪石和黑云母,伴随着金-铜和铁成矿作用;旋回Ⅳ发育大量角闪石和六边形黑云母,岩石更偏长英质,并伴随铜-锌-金-银-铁和铜-金-钼成矿作用。     

The Influences of Geological History,Climatic Variations and the Environment Changes on the Terrestrial Biodiversity of Sunda Region

Sunda region, located in the tropical region of Southeast Asia, is one of the three main regions of the tropical rainforests with the highest biodiversity in the world, and also the most endangered ranges of species extinction. The high biodiversity in the region was due to several reasons: ①the lucky geographical location in the warm and moist tropics, ②joint zone between the two large tectonic plates Eurasia and India-Australia, ③with abundant of islands separated with different distances. ④In the cycles of glacial-interglacial during the geological history, the variations of the temperature and the fluctuations of the sea level created opportunities for the species interactions and gene mixture, therefore resulting in the formation of new species and contributing more species to the region. In particular, during Quaternary period, the continental shelves exposed repeatedly during the glacial times, and the many islands were often merged into one or a few continuous and large territories, making the gene flows within species easier. During the interglacials, the sea-level rose and the continental shelved were submerged, and the scattered and isolated territories might make the speciation and extinction occurred more frequently. Biological refugia might be important for many species’ survival. Today, with the rapid global warming and intensive human disturbance, the refugia may be more crucial for many species to survive. However, the extinction of many species may be inevitable.     

单轴压缩条件下裂隙岩样冻融损伤破坏模式分析

以寒区裂隙岩体为研究对象,采用水泥砂浆类岩石材料制作具有不同几何特征的裂隙岩样,对预制的不同裂隙岩样进行冻融循环试验和单轴压缩试验,研究裂隙长度、裂隙倾角、裂隙数目以及冻融循环次数对试件贯通模式的影响。试验表明：裂隙岩体的几何特征以及冻融循环作用对岩体损伤破坏模式有较大影响。随着冻融循环次数的增加,岩样破裂面的破裂程度越来越严重,破坏模式也越来越复杂;裂隙倾角为30°的裂隙岩样,主要发生拉伸破坏,而裂隙倾角为60°的裂隙岩样,则表现为拉剪贯通,且双裂隙岩样岩桥间多出现压剪裂纹,对于裂隙倾角为90°的岩样,裂隙数目以及裂隙长度对其影响不大,均为劈裂破坏,且破坏面不一定为裂隙面;预制裂隙长度越大,越容易产生除了主拉裂纹以外的支裂纹（压裂纹）。研究结果可为寒区岩体工程建设及运营提供科学的参考。     

Limit analysis approach for accessing stability of three-dimensional (3-D) slopes reinforced with piles

The stabilization of slopes by placing piles is one of the most innovative and effective slope reinforcement techniques in the coastal engineering in recent years. Due to the simplicity and efficiency, limit analysis method is the most common approach for assessing the stability of slopes. However, the majority of existing limit analysis methods is limited to slope without the presence of piles. In this technical note, a novel upper-bound limit analysis method was proposed to access the stability of three-dimensional slopes reinforced with piles incorporating the admissible rotational failure mechanism where toe failure, face failure, and base failure were taken into account. The effects of key designing parameters, e.g., pile location, pile spacing, slope angle, slope width on the stability of earth slopes, and geometry of critical slip surface were presented and discussed. The results demonstrate that the proposed approach is more appropriate for assessing the stability of slopes reinforced with piles and can be also utilized in the design of piles stabilizing the unstable slopes.     

Millennial-scale vegetation changes during the last 40,000 yr based on a pollen record from Lake Biwa, Japan

A high-resolution pollen record covering the last 40,000 yr (BIW95-4) from Lake Biwa, western Japan, shows regional vegetation responses to millennial-scale climate changes. From 40 to 30 ka, Cryptomeria japonica was dominant around the lake among pinaceous conifers and deciduous broad-leaved trees. During this period, fluctuations of C.japonica are correlated with Dansgaard-Oeschger (D-O) cycles recognized from the anhysteretic remanent magnetization (ARM) record. Increases in the abundance of this taxon may have been caused by wetter summer conditions influenced by the East Asian monsoon or increased snowfall on the Sea of Japan side of the Japanese archipelago. Between 29 and 14 ka, pinaceous conifer forests mainly composed of Pinus subgenus Haploxylon, Tsuga, and Picea trees developed. At approximately 23 ka, Picea trees increased in abundance as ARM values decreased. This expansion of Picea trees has been correlated with Heinrich event (HE) 2 in the North Atlantic. At about 14 ka, the distribution of broad-leaved forest (mainly composed of deciduous oaks) began to expand after D-O 1. Evidence of significant vegetation change related to the abrupt Younger Dryas cooling event has not been found.     

Influence of suction cycles on the soil fabric of compacted swelling soil

The soil fabric plays an important role in complex hydromechanical behaviour of the expansive soils. This article addresses the influence of the wetting and drying paths on the soil fabric of compacted bentonite and silt mixtures at two different initial dry densities corresponding to loose and dense states. To obtain the hydric response of the soil, two suction imposition techniques were used: osmotic technique for the suction range less than 8.5 MPa and the vapour equilibrium or the salt solution technique for the suction range between 8.5 and 287.9 MPa. Additionally, the soil fabric analysis was performed using mercury intrusion porosimetry (MIP) and nitrogen gas adsorption (BET) techniques. The dense samples produced cumulative swelling strains during the suction cycles, while shrinkage was observed for the loose samples. The suction cycles induced an equilibrium state indicative of the elastic behaviour of the samples. The soil fabric analysis showed that regardless of the soil's initial state (loose or dense), the samples obtained the same soil fabric at the equilibrium state. The experimental results illustrated also the existence of an elastic void ratio (e_0el) where the compacted soils at this state present an elastic hydric behaviour during the successive suction cycles.     

Sandstone-concrete interface transition zone (ITZ) damage and debonding micromechanisms under freeze-thaw

The sufficient bond between concrete and rock is an important prerequisite to ensure the effect of shotcrete support. However, in cold regions engineering protection system, the bond condition of rock and concrete surface is easily affected by freeze-thaw cycles, resulting in interface damage, debonding and even supporting failure. Understanding the micromechanisms of the damage and debonding of the rock-concrete interface is essential for improving the interface protection.Therefore, the micromorphology, micromechanical properties, and microdebonding evolution of the sandstone-concrete interface transition zone(ITZ) under varying freeze-thaw cycles(0, 5, 10, 15, 20) were studied using scanning electron microscope, stereoscopic microscope, and nano-indentation. Furthermore, the distribution range and evolution process of ITZ affected by freeze-thaw cycles were defined. Major findings of this study are as follows:(1) The microdamage evolution law of the ITZ under increasing freeze-thaw cycles is clarified, and the relationship between the number of cracks in the ITZ and freeze-thaw cycles is established;(2) As the number of freeze-thaw cycles increases, the ITZ's micromechanical strength decreases, and its development width tends to increase;(3) The damage and debonding evolution mechanisms of sandstone-concrete ITZ under freeze-thaw cycles is revealed, and its micromechanical evolution model induced by freeze-thaw cycles is proposed.