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1.
Tim Schwanen 《Geoforum》2006,37(6):882-894
The time-geographical concept of coupling constraints, which define when, where and for how long individuals have to join other individuals and material objects, can be useful to ‘time squeeze’ studies. Geographers have typically operationalised the ‘when’ dimension of coupling constrains through arrival times at locations in physical space or the starting time of specific activities. This paper questions this approach and posits that it may be more productive to identify time-spans of acceptable or appropriate arrival times. However, these time-spans should not be expressed solely with reference to clock time. This is because boundaries on what is acceptable or appropriate depend not only on clock time but also on the times of the body and especially the time inherent to the dynamics in the juxtapositions and presence/absence of human beings and inanimate objects within a bounded physical space. Interview excerpts are presented to reveal how clock time interacts with contextual times in the modes in which parents in two-worker families perceive and cope with coupling constraints during workdays.  相似文献   

2.
刘东生 《第四纪研究》1998,18(2):182-195
1997年夏笔者和夏威夷大学范宝峰教授与CharlesRFletoherIll教授在夏威夷群岛进行地质考察。在瓦胡岛所见第四纪珊瑚礁和古海岸地质的年代学记录是:高出现海平面30m处有KaenaFormation(珊瑚礁),其年代为45~60万年。较新的为相当于阶段5e和我国马兰黄土下S1下部的WimanaloFormation珊瑚礁),其年代为11.4~13.l万年。更年轻的海平面变化记录是几个水下的古海岸线。代表阶段3的古海岸线位于-60~-50m(6~5万年)。阶段2的古海岸线,由于海平面大幅度下降,位于现海平面下110~120m(.互万年),为Millllala海岸线(图版互图1,下同)  相似文献   

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KAlSi3O8 sanidine dissociates into a mixture of K2Si4O9 wadeite, Al2SiO5 kyanite and SiO2 coesite, which further recombine into KAlSi3O8 hollandite with increasing pressure. Enthalpies of KAlSi3O8 sanidine and hollandite, K2Si4O9 wadeite and Al2SiO5 kyanite were measured by high-temperature solution calorimetry. Using the data, enthalpies of transitions at 298 K were obtained as 65.1 ± 7.4 kJ mol–1 for sanidine wadeite + kyanite + coesite and 99.3 ± 3.6 kJ mol–1 for wadeite + kyanite + coesite hollandite. The isobaric heat capacity of KAlSi3O8 hollandite was measured at 160–700 K by differential scanning calorimetry, and was also calculated using the Kieffer model. Combination of both the results yielded a heat-capacity equation of KAlSi3O8 hollandite above 298 K as Cp=3.896 × 102–1.823 × 103T–0.5–1.293 × 107T–2+1.631 × 109T–3 (Cp in J mol–1 K–1, T in K). The equilibrium transition boundaries were calculated using these new data on the transition enthalpies and heat capacity. The calculated transition boundaries are in general agreement with the phase relations experimentally determined previously. The calculated boundary for wadeite + kyanite + coesite hollandite intersects with the coesite–stishovite transition boundary, resulting in a stability field of the assemblage of wadeite + kyanite + stishovite below about 1273 K at about 8 GPa. Some phase–equilibrium experiments in the present study confirmed that sanidine transforms directly to wadeite + kyanite + coesite at 1373 K at about 6.3 GPa, without an intervening stability field of KAlSiO4 kalsilite + coesite which was previously suggested. The transition boundaries in KAlSi3O8 determined in this study put some constraints on the stability range of KAlSi3O8 hollandite in the mantle and that of sanidine inclusions in kimberlitic diamonds.  相似文献   

6.
食盐析出实验对盐湖盆地沉积研究的启示   总被引:1,自引:0,他引:1  
将物理模拟实验结果与地震、岩芯资料相结合,对东濮凹陷盐岩沉积的古地理位置、成因机制提出新的认识。研究认为:洼陷带的边缘、中央隆起带等浅水部位是盐岩沉积较早的部位,可以沉积厚度大、粒度小的单盐层,而靠近湖盆中心,矿物结晶时间充分,沉积的盐岩粒度大,单盐层厚度可大可小,甚至可以缺失,盐岩沉积的古地理位置受古盐度影响明显;盐湖盆地绝大多部分地区,湖水有一定深度时便已形成湖底盐层,湖水变浅时盐层已具备一定厚度,保证了其下部泥页岩的还原环境,盐岩沉积后基本保持了原有的构造形态,其上可以再次接受泥页岩沉积;湖盆边缘的渗滤带在湖水退去以后仍可以沉积盐岩,该处盐层最薄、粒度细小,下部地层常见氧化环境标志。  相似文献   

7.
CH4 and CO2 fluxes from a high-cold swamp meadow and an alpine meadow on the Qinghai-Tibetan Plateau, subject to different degrees of degradation, were measured over a 12-month period. Air temperature, soil temperature and moisture, and the depths of the water table and thawing-freezing layer were determined. For swamp meadows, the greater the degradation, the lesser the carbon efflux. CH4 emissions at the nondegraded swamp meadow site were 1.09–3.5 and 2.5–11.27 times greater, and CO2 emissions 1.08–1.69 and 1.41–4.43 times greater, respectively, than those from moderately and severely degraded sites. For alpine meadows, the greater the degradation, the greater the CH4 consumption and CO2 emissions. CH4 consumption at the severely degraded alpine meadow site was 6.6–21 and 1.1–5.25 times greater, and CO2 emissions 1.05–78.5 and 1.04–6.28 times greater, respectively, than those from the nondegraded and moderately degraded sites. The CH4 and CO2 fluxes at both sites were significantly correlated (R 2 > 0.59, P < 0.05) with air temperature, soil temperature, and topsoil (0–5 cm depth) moisture, indicating these to be the main environmental factors affecting such fluxes.  相似文献   

8.
简评《地质辞典》中的“煤层气”词条   总被引:2,自引:0,他引:2  
简要评述了《地质辞典》中“煤层气”词条释义方面存在的谬误;指出该词条作者不仅没有给读者任何正确、有用的信息,更为严重的是对煤层气资源工业价值的否定性评价阻碍了我国煤层气的研究、勘探开发进程。因此《地质辞典》再版时,应对煤层气词条进行全面修订,以免继续误导读者。  相似文献   

9.
Kīlauea is the youngest of five basaltic shield volcanoes on the island of Hawai’i. It is located to the south‐east of the much larger Mauna Loa volcano, and rose above sea level about 100 ka ago. Kīlauea is one of the most monitored, and arguably the best understood volcanoes on Earth, providing scientists with a good understanding of its current eruption, in which magma rises from depth and is stored beneath its 4 × 3.2 km summit caldera in an underground reservoir. The reservoir is connected to a lava lake within a crater called Halema’uma’u, which is situated on the floor of the caldera. When magma drains from the summit area it travels in underground conduits and emerges on the flanks of the volcano at a rift zone, where it erupts through fissures. The magma is sometimes stored in other reservoirs along the way. This link between summit magma storage and fissure eruptions on the flanks has occurred thousands of times at many Hawai’ian volcanoes. The current eruptive episode is, however, a ‘once‐in‐a‐century’ show, because it is the first time since 1924 that fissure‐fed lava flow eruptions have been accompanied by significant explosive eruptions within Halema’uma’u Crater. This gives scientists a unique opportunity to use modern methods to understand exactly how such hazardous explosions happen at Kīlauea, a volcano that receives about 2 million visitors a year.  相似文献   

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Raman spectroscopy and heat capacity measurements have been used to study the post-perovskite phase of CaIr0.5Pt0.5O3, recovered from synthesis at a pressure of 15 GPa. Laser heating CaIr0.5Pt0.5O3 to 1,900 K at 60 GPa produces a new perovskite phase which is not recoverable and reverts to the post-perovskite polymorph between 20 and 9 GPa on decompression. This implies that Pt-rich CaIr1−xPtxO3 perovskites including the end member CaPtO3 cannot easily be recovered to ambient pressure from high P–T synthesis. We estimate an increase in the thermodynamic Grüneisen parameter across the post-perovskite to perovskite transition of 34%, of similar magnitude to those for (Mg,Fe)SiO3 and MgGeO3, suggesting that CaIr0.5Pt0.5O3 is a promising analogue for experimental studies of the competition in energetics between perovskite and post-perovskite phases of magnesium silicates in Earth’s lowermost mantle. Low-temperature heat capacity measurements show that CaIrO3 has a significant Sommerfeld coefficient of 11.7 mJ/mol K2 and an entropy change of only 1.1% of Rln2 at the 108 K Curie transition, consistent with the near-itinerant electron magnetism. Heat capacity results for post-perovskite CaIr0.5Rh0.5O3 are also reported.  相似文献   

12.
胡伟  王宏  肖天崟 《岩土力学》2010,31(9):2845-2848
弯曲破坏是地震中桩基失效的一类常见模式,其破坏的一个重要原因就是桩体的抗弯刚度不足。对于一定长度的桩体,桩的抗弯刚度与桩的长径比直接相关,但桩基规范中对摩擦桩的长径比并没有像端承桩那样作出限制。在构建的结构性饱和黄土动力本构模型的基础上,针对黄土地区的单桩基础,结合大型有限元程序建立了摩擦桩-土-结构体系、端承桩-土-结构体系的有限元-无限元模型,探讨了不同桩体长径比对两者动力反应特性的影响,得出如下规律:(1) 其他条件相同时,不管是端承桩还是摩擦桩,长径比对桩身截面剪应力和水平加速度的分布形态没有影响。但随着长径比的增大,桩身各截面对应的的剪应力值减小,而加速度值反而增大;(2) 随着长径比的增大,桩身变形形态从正弯型逐渐过渡到反弯型,桩体的破坏模式也相应由剪切破坏过渡到弯曲破坏;(3) 端承桩体系比摩擦桩体系更容易出现反弯型,但当长径比增大到一定程度时,摩擦桩也会呈现反弯型。从抗震角度来说,对摩擦桩长径比的限制应以桩体变形模式表现为正弯型为宜。所得结论对工程实践具有一定的指导意义。  相似文献   

13.
Pyrrhotite (Fe7S8) is a natural iron sulphide that can participate in rock magnetisation. Its electronic structure is not yet surely described. X-ray magnetic circular dichroism (XMCD) at Fe L2,3 edges on Fe7S8, coupled with multiplet calculations, shows that iron is present only as Fe2+ in this magnetic iron sulphide. It reveals a strong magnetic orbital moment. XMCD at Fe and S K edges shows the quite strong polarization of both Fe and S in Fe7S8.  相似文献   

14.
Lucinid bivalves dominate the infauna of tropical seagrass sediments. While the effect of seagrass on lucinids has been studied, the reverse effect has largely been ignored. Lucinids can alter porewater chemistry (i.e., increase porewater nutrients by suspension feeding and decrease porewater sulfides by oxygen introduction and bacterial oxidation), which can potentially change seagrass productivity and growth morphology. To observe correlations between porewater chemistry and lucinid presence, a field survey and laboratory microcosm experiment were conducted. Survey sampling sites with lucinids had significantly lower sulfide and higher ammonium concentrations than sampling sites without lucinids. There was no difference in phosphate concentration among sampling sites. Both lucinid species used in the microcosm experiment (Ctena orbiculata andLucinesca nassula) significantly lowered sulfide concentrations in the sediment porewater. Microcosm and field survey results were incorporated into a sulfide budget. In seagrass sediments, lucinids remove 2–16% of the total sulfide produced. Sulfide is a major stressor to both plants and animals in Florida Bay sediments; this removal may be important to maintaining seagrass productivity and health. Oxygen introduction into sediments byC. orbiculata was estimated in a dye experiment.C. orbiculata were added to small tubes containing sieved mud and incubated in a bath of seawater with a Rhodamine WT. Rhodamine WT accumulation in the sediment was measured. A first order estimate showed that oxygen introduction can account for less than 5% ofC. orbiculata sulfide removal.  相似文献   

15.
潘岳  戚云松  李爱武 《岩土力学》2009,30(10):3210-3214
岩土力学2009年3期刊登了题为"深埋隧道开挖围岩失稳突变模型研究"[1]的文章,以下称之为原文.  相似文献   

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<正>During April 3~(rd)–14~(th),the Third International Ophiolite Workshop of the International Geoscience Programme"Diamonds and Recycled Mantle"(IGCP-649)was successfully held in Havana,Cuba(Fig.1a).After the workshop,participants participated in a field trip to the Mayarí-Baracoa ophiolites and related chromitites in  相似文献   

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Stabilities of hexagonal new aluminous (NAL) phase and Ca-ferrite-type (CF) phase were investigated on the join NaAlSiO4-MgAl2O4 in a pressure range from 23 to 58 GPa at approximately constant temperature of 1,850 K, on the basis of in situ synchrotron X-ray diffraction measurements in a laser-heated diamond-anvil cell. The results show that NAL is formed as a single phase up to 34 GPa, NAL + CF between 34 and 43 GPa, and only CF at higher pressures in 40%NaAlSiO4-60%MgAl2O4 bulk composition. On the other hand, both NAL and CF coexist below 38 and 36 GPa, and only CF was obtained at higher pressures in 60%NaAlSiO4-40%MgAl2O4 and 20%NaAlSiO4-80%MgAl2O4 composition, respectively. These results indicate that NAL appears only up to 46 GPa at 1,850 K, and CF forms continuous solid solution at higher pressures on the join NaAlSiO4-MgAl2O4. NAL has limited stability in subducted mid-oceanic ridge basalt crust in the Earth’s lower mantle and undergoes a phase transition to CF in deeper levels.  相似文献   

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A standing wave in front of a seawall may reach a height more than twice of its incident component. When excess pore pressure occurs, it may even induce seabed instability, hence endangering the structure. This issue was studied previously using only linear wave theory. In this paper, standing‐wave theory to a second‐order approximation is applied, in order to demonstrate the differences between these two solutions. The spatial and temporal variations in the instantaneous pore pressure are first calculated, in addition to their vertical distributions. The effects of wave height, water depth and the degree of soil saturation on pore pressure distributions are then discussed, followed by the net pore pressure averaged over one wave cycle. The results suggest the existence of a residual pore pressure in the seabed and its net pore pressure can be used to estimate the wave‐induced liquefaction potential in a soil column. It also indicates that, in deep water, the second‐order solution predicts that a negative pore pressure at an antinode which may be greater than a positive pressure. Overall, the second‐order solution is found to agree better with the experimental results of the pore pressures available, compared to the linear solution. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

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This paper revisits the earth pressure coefficient at rest K 0 of granular materials, with the focus being placed on the variation of K 0 with the internal friction angle, density and compressibility of soils. Following laboratory tests that are carried out to determine K 0 of two granular materials, the experimental data are interpreted using the original hypoplasticity model for sand proposed by von Wolffersdorff [49]. K 0 is generally a function of void ratio, stress level and the critical state friction angle; it can be alternatively related to the compressibility of soil. The results show that Jáky’s equation may still be considered as a reasonable representation of K 0 for granular soils statistically, even though it may not be able to reproduce the experimental data of a specific soil.  相似文献   

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