河套地区土壤矿物组成分析及与各元素的关系

通过对河套地区土壤中矿物组成的分析研究,土壤中矿物组成中砂质成分主要为石英、长石、方解石,黏土矿物组合主要为伊利石、绿泥石和高岭石,此外还有角闪石等少量矿物成分。在砂土、粉砂土中石英、长石含量较高,在黏土质为主的土壤中黏土矿物含量增加。黏土矿物与石英以及长石呈负相关关系,与大多数元素呈明显正相关关系,黏土矿物对各元素具有明显吸附性;石英、长石与各元素含量呈负相关关系,说明其对元素不具有吸附性。     

水泥土强度的影响因素

水泥浆体搅拌地基加固技术是地基处理的技术方法之一,其水泥—土固结体的强度主要受地基土的含水量、水泥掺入量及地基土类别的影响。本文通过室内及工业性试验表明:土体的含水量对水泥土强度具有负作用;水泥土强度与水泥掺入比不是简单的单调上升关系;地基土的类别对水泥土强度的影响较大,淤泥及淤泥质土由于富含有机质,强度较低,粉质粘土、粘土形成的水泥土强度较高。     

基于遥感和GIS的中国20世纪90年代毁林开荒状况分析

毁林开荒过程是一种林地变为耕地的土地利用变化过程,可以通过遥感和GIS技术对这一过程进行监测。本文通过覆盖全国的TM影像数据,对20世纪90年代林地转为耕地的面积及其空间分布进行分析,从而对全国毁林开荒过程进行遥感监测。结果表明,该时期有17630km²的林地被开垦为耕地。不同面积等级的开垦过程在不同流域分布也不同:面积小于10hm²和介于10～100hm²的被开垦林地较广泛地分布于各大流域;而面积介于100～1000hm²的被开垦林地主要分布于松辽流域、黑龙江流域和东北东部流域、长江流域、珠江流域和云南省所在流域;大于1000hm²的被开垦林地则几乎全部分布于松辽流域、黑龙江流域和东北东部流域。坡度大于3°的毁林开荒地面积占总面积的295%;对土壤侵蚀背景的分析表明,土壤侵蚀强度以微度和轻度为主     

海南岛农田土壤Se的地球化学特征

Se是人和动物必需的微量元素之一,具有广阔的开发应用前景,研究土壤中Se的地球化学分布规律和生物有效性控制因素意义重大。系统总结了海南岛27 426 km2范围内土壤Se的含量特征和影响因素。结果表明,研究区69.98%土地面积为足硒和富硒土壤,表层土壤Se含量在一定程度上继承了成土母岩(或深层土壤)Se含量,但不同成土母岩形成的表层土壤Se含量富集贫化趋势不同。进一步研究显示,土壤中Se含量与有机碳、Al2O3、TFe2O3、Mn和CIA等具有显著的正相关关系,说明土壤中粘土矿物、有机碳、铁锰氧化物及风化淋溶程度对Se的地球化学行为有重要影响,同时这些指标又是影响土壤Se生物有效性的重要参数。土壤有机碳、粘粒、CEC等含量或指标越高,Se的生物有效性越低。研究区土壤pH6.5时,土壤Se含量较低;土壤pH6.5时,土壤Se含量随pH下降而增加;当土壤pH为5.5～7.5时,土壤Se生物有效性相对较高。因此,开发富硒农产品不但要依据土壤总Se含量,还必须考虑土壤pH、TOC、CEC、粘粒等指标含量。     

Fracture grouting and geonails for soft soil tunnelling

To stabilise the tunnel faces and slopes in soft clay for the Airport Link construction in Australia, fracture grouting and glass fibre-reinforced plastic (GFRP) soil nails are proposed for the soil improvement as well as ease of handling. The compensation caused by the fracture grouting and the gain in strength due to consolidation as well as the geonail have stabilised the soft clay during construction. Only a small amount of ground settlement during soft clay box-jacking operation is generated so that the railway traffic above the embankment can be maintained without interference. The design method of the fracture grouting ground improvement study for this difficult project is discussed in this paper. Extensive laboratory and field tests were employed to verify the design assumptions and to fine-tune the ground improvement studies. The success of this project in poor ground conditions results from combined efforts of extensive field tests, an improved ground improvement design method and a realistic numerical analysis to assess the unstable/highly stressed zones for the placement of soil reinforcement.     

Rainfall‐induced consolidation and sealing effects on soil erodibility during concentrated runoff for loess‐derived topsoils

Flume experiments simulating concentrated runoff were carried out on remolded silt loam soil samples (0·36 × 0·09 × 0·09 m³) to measure the effect of rainfall‐induced soil consolidation and soil surface sealing on soil erosion by concentrated flow for loess‐derived soils and to establish a relationship between soil erodibility and soil bulk density. Soil consolidation and sealing were simulated by successive simulated rainfall events (0–600 mm of cumulative rainfall) alternated by periods of drying. Soil detachment measurements were repeated for four different soil moisture contents (0·04, 0·14, 0·20 and 0·31 g g^?1). Whereas no effect of soil consolidation and sealing is observed for critical flow shear stress (τ_cr), soil erodibility (Kc) decreases exponentially with increasing cumulative rainfall depth. The erosion‐reducing effect of soil consolidation and sealing decreases with a decreasing soil moisture content prior to erosion due to slaking effects occurring during rapid wetting of the dry topsoil. After about 100 mm of rainfall, Kc attains its minimum value for all moisture conditions, corresponding to a reduction of about 70% compared with the initial Kc value for the moist soil samples and only a 10% reduction for the driest soil samples. The relationship estimating relative Kc values from soil moisture content and cumulative rainfall depth predicts Kc values measured on a gradually consolidating cropland field in the Belgian Loess Belt reasonably well (MEF = 0·54). Kc is also shown to decrease linearly with increasing soil bulk density for all moisture treatments, suggesting that the compaction of thalwegs where concentrated flow erosion often occurs might be an alternative soil erosion control measure in addition to grassed waterways and double drilling. Copyright © 2007 John Wiley & Sons, Ltd.     

The fluvial flux of particulate organic matter from the UK: the emission factor of soil erosion

Soil erosion has been identified as a potential global carbon sink since eroded organic matter is replaced at source and eroded material is readily buried. However, this argument has relied on poor estimates of the total fate of in‐transit particulates and could erroneously imply soil erosion could be encouraged to generate carbon stores. These previous estimates have not considered that organic matter can also be released to the atmosphere as a range of greenhouse gases, not only carbon dioxide (CO₂), but also the more powerful greenhouse gases methane (CH₄) and nitrous oxide (N₂O). As soil carbon lost by erosion is only replaced by uptake of CO₂, this could represent a considerable imbalance in greenhouse gas warming potential, even if it is not significant in terms of overall carbon flux. This work therefore considers the flux of particulate organic matter through UK rivers with respect to both carbon fluxes and greenhouse gas emissions. The results show that, although emissions to the atmosphere are dominated by CO₂, there are also considerable fluxes of CH₄ and N₂O. The results suggest that soil erosion is a net source of greenhouse gases with median emission factors of 5.5, 4.4 and 0.3 tonnes CO_2eq/yr for one tonne of fluvial carbon, gross carbon erosion and gross soil erosion, respectively. This study concludes that gross soil erosion would therefore only be a net sink of both carbon and greenhouse gases if all the following criteria are met: the gross soil erosion rate were very low (<91 tonnes/km²/yr); the eroded carbon were completely replaced by new soil organic matter; and if less than half of the gross erosion made it into the stream network. By establishing the emission factor for soil erosion, it becomes possible to properly account for the benefits of good soil management in minimizing losses of greenhouse gases to the atmosphere as a by‐product of soil erosion. Copyright © 2015 John Wiley & Sons, Ltd.     

2010年中国西南旱情的时空特征分析——基于MODIS数据归一化干旱指数

近年来,干旱灾害频繁发生,对区域内农业生产和生态环境造成了极大的破坏.为了快速准确地获取大面积地表土壤水分信息用以评估地表受旱程度,本文以2010年年初中国西南大旱为例,运用MODIS可见光-红外波段数据以及像元可信度综合生成了归一化干旱指数(NDDI).同时,结合研究区内地面气象站点实测的土壤湿度数据验证了NDDI对地表土壤湿度的敏感度.结果表明:相比于植被状态指数(VCI)干旱监测模型,NDDI能更加灵敏地对浅层地表干湿变化做出迅速响应.最后,本文利用NDDI分析了2010年年初中国西南大旱旱情发展的时空演变过程,宏观上重现了此次旱情的发展历程,并使用该指数统计了不同时间节点、不同干旱等级下的贵州省土地受旱面积.结果显示:2010年1月- 2010年4月为贵州省旱情最为严重的4个月,平均受旱面积达103 352km2,最大受旱面积达132 257km2,占贵州省总面积的75％以上.同时,旱情等级为重旱的土地面积最大达到88 246km2,占贵州全境土地面积的50％以上.     

波致液化粉质土有效应力变化的试验数据分析

海床不稳定性的现象很多都是海底液化引起的。根据之前的研究,粉土在液化之后有效应力会依然存在,关于波浪作用下海床液化之后有效应力变化的研究很少。采用波浪水槽实验,在未液化和液化2种情况下,分别施加不同波高的波浪,对底床各层位土体孔隙水压力进行采集,并对比研究。实验结果表明,液化后有效应力的相对值相对于液化前有很明显的减小,并且在深度上表现出显著的差异性,这种差异性随着波高的增大而减小。当相同深度处同一种波高作用一定时间时,有效应力会出现极大值,然后有效应力会减小。