低干密度盐渍细砂土低温特性试验研究

利用2015年9月采自青海北霍布逊湖区的原土样,自行配比进行了室内盐渍细砂土冻胀试验,研究了低干密度盐渍细砂土的低温特性变化规律,探讨了盐渍细砂土的冻胀机理,集中分析了土的冻缩特性。研究发现低干密度盐渍细砂土在不同含水率条件下土的冻胀规律差异很大。低含水率条件下会有冻缩现象,高含水率条件下只会有冻胀现象,临界含水率（含水率14%）条件下细砂土先出现冻缩,之后随着温度的降低又出现冻胀,且由于温度引起的体积变化均在-28℃～-30℃时达到稳定;土的冻缩随着含盐量增加先呈递增趋势,后又呈递减趋势,在中间含盐量10%达到最大;除临界含水率条件下,盐渍细砂土的冻胀、冻缩均与温度呈三次多项式关系,与含水率呈线性关系。研究结果能够为盐渍土地区的工程建设提供有价值的理论依据。     

Study on temperature field and settlement of thawing soil under static and dynamic loading

A series of tests were conducted to analyze temperature field distribution and thawing settlement of a thawing soil under static and dynamic loading at various cooling and thawing temperatures. The res...     

Constitutive models and salt migration mechanisms of saline frozen soil and the-state-of-the-practice countermeasures in cold regions

A series of saline soil-related problems, including salt expansion and collapse, frost heave and thaw settlement, threaten the safety of the road traffic and the built infrastructure in cold regions. This article presents a comprehensive review of the physical and mechanical properties, salt migration mechanisms of saline soil in cold environment, and the countermeasures in practice. It is organized as follows:(1) The basic physical characteristics;(2) The strength criteria and constitutive models;(3) Water and salt migration characteristics and mechanisms; and(4) Countermeasures of frost heave and salt expansion. The review provides a holistic perspective for recent progress in the strength characteristics, mechanisms of frost heave and salt expansion, engineering countermeasures of saline soil in cold regions. Future research is proposed on issues such as the effects of salt erosion on concrete and salt corrosion of metal under the joint action of evaporation and freeze-thaw cycles.     

The effect of confining boundary on soil deformation in one dimensional frost heave tests and the theoretical volume correction

Frost heave is one of the major complications in highway construction in cold regions. Laboratory experiments are im-portant in the study frost heave behavior of soils, and one-dimensional frost heave ...     

不同初始盐分浓度下土壤盐结皮的形成过程及其对蒸发的影响机理

土壤盐结皮对土壤水文过程具有重要影响,初始盐分浓度（Initial salt concentration, ISC）的差异会对盐结皮的形成过程产生不同程度的影响,从而导致土壤蒸发的差异。但目前不同ISC下盐结皮形成过程对土壤蒸发的影响机理尚不明确。因此,通过试验模拟与理论分析相结合,动态监测及分析不同ISC下砂土的盐结皮形成、蒸发、土壤表面温度动态变化过程,以期阐明不同ISC下盐结皮形成过程及其对土壤蒸发的影响机理。结果表明：ISC越高,盐结皮在土壤表面出现的时间越早,覆盖率越大,且在同样光照强度和光照时间条件下土表温度增幅越小,蒸发量也越小;对数函数能较好地拟合不同ISC与累积蒸发量之间的关系（R²>0.90）;随着ISC的增加,盐结皮对土壤蒸发抑制效率从24.14%（10 g·L^-1）增大到71.99%（250 g·L^-1）。ISC会显著影响盐结皮形成的过程,并通过影响土表温度的变化进而导致土壤蒸发出现巨大差异。     

南疆盐渍土路基盐-冻胀变形综合防治技术研究

盐渍土盐-冻胀变形对新疆南疆地区的道路路基造成了不同程度的破坏,尤其对南疆新建城市阿拉尔市和图木舒克市的城市道路造成了严重的变形破坏.根据南疆盐渍土工程性质及盐-冻胀变形试验研究结果,作者总结提出了"一个加强、两个严格、三个注重"的盐渍土路基盐-冻胀变形综合防治原则和"五步骤"综合防治技术与工程措施,在南疆阿拉尔市胜利...     

Monitoring and analysis of ground temperature and deformation within Qinghai-Tibet Highway subgradein permafrost region

In order to study the stability of the Qinghai-Tibet Highway embankment at Chumaerhe in the permafrost region of northwest China, the ground temperature and deformation at different depths were monitored under the left and right shoulders of the embankment where thermosyphons were set up only on the left shoulder. Based on the monitored data, characteristics of ground temperature and deformation of the left and right shoulders are analyzed and discussed. The results show that the start time of freezing or thawing of the seasonal active layer was about one to two months later than that of the embankment body itself. The stability of each shoulder was mainly controlled by the settlement of different soil layers,whereasfrost heave of soil had scarcely any effect on the stability of the embankment. For the left shoulder, the settlement was mainly influenced by the seasonal active layer and then by the embankment body itself,due to freeze-thaw cycles which may change the soil properties; however, the permafrost layer remained fairly stable. For the right shoulder, creep of the warm permafrost layer was the main influence factor on its stability, followed by settlement of embankment body itself, and finally settlement of the seasonal active layer. Compared with the deformation of the left shoulder, the permafrost layer under the right shoulder was less stable, which indicates that the thermosyphons had a significantly positive effect on the stability of warm permafrost.     

Stress relaxation of warm frozen soil under drained or undrained conditions

To investigate the influence of drainage conditions on stress relaxation characteristics of warm frozen soil, a series of laboratory tests were carried out under drained and undrained conditions. The results indicate that confining pressure obviously influences the relaxation process of warm frozen soil. Under undrained condition, with increase in confining pressure, the critical relaxation duration tends to grow as well as instantaneous relaxation. But the relaxation rate is sensitive to confining pressure in the initial stage, and with further development, the effect tends to diminish. Under drained condition, the relaxation rate is greater than that under undrained condition in the initial stage but with the development of relaxation, the difference decreases. The volumetric deformation of warm frozen clay under drained condition is much larger than that under undrained condition.     

水土化学场理论在松嫩平原盐渍土研究中的应用

根据水土环境中盐渍成分时空分异的区域化特征,提出盐渍水土化学场理论,建立变异函数模型定量化模拟其空间分异,求得变异函数后,通过克立格插值定量化预测某种盐渍水土环境特征的空间分布。利用在松嫩平原盐渍化试验小区的实测数据进行验证,可为盐渍水土环境的定量化研究提供理论依据。     

Experimental research on physical properties of saline soil subgrade filler in Chaerhan region

In order to improve the engineering stability of saline soil of high chloride content in the Chaerhan salt lake region, six typical characteristics saline soil samples were selected, and tests on their...     

Research on the distribution of saline soil along the Chaerhan-Golmud Highway, northwestern China

In order to assess and improve the engineering stability of saline soil with high chloride content along a 40-km section of the Chaerhan-Golmud Highway in northwestern China, more than 200 monitoring p...     

季节性冻融对盐荒地水盐运移的影响及调控

季节性冻融是干旱区土壤盐碱化形成的主要驱动因子,但冻融过程中土壤水盐耦合关系及热量调控机理仍不清楚。通过分析2009年11月～2010年5月新疆玛纳斯河流域典型盐荒地季节性冻融过程中土壤剖面160 cm以内的水分、盐分和温度动态变化,探讨了不同土层冻融过程中水热盐的耦合关系。结果表明：土壤最大冻结深度为150 cm左右,表土层（0～40 cm）温度与气温关系密切;土壤剖面水分呈现“C”型垂直分布,表土层和底土层（100～160 cm）含水量较大,而心土层（40～100 cm）含水量不足10%,土层平均含水率在冻融前期增加了12.91%,而在初蒸期减少了10.01%;土壤剖面盐分在冻结期和初蒸期表聚作用明显,心土层和底土层含盐量稳定,土壤剖面含盐量表现为“积盐-脱盐-再积盐”的变化过程。水热盐之间具有高度协同性,心土层和底土层表现为水盐相随、而表土层为水去盐留的耦合特征,热量传输是调控水盐运移的关键因素。     

蒙新高原盐湖资源及盆地结构

通过蒙新高原典型盐湖区的解剖研究，查清了代表性盐湖盆地的相环境及其沉积建造，将盐湖盆地环境的变化形式划分为沉陷型、抬升型和改造型，并归结了盐湖盆地相环境分异与盆地地质结构之间的相互关系，为开发大陆干旱区盆地的盐湖和卤水资源及其环境演化的理论研究提供了依据。     

Analysis of permanent deformations of railway embankments under repeated vehicle loadings in permafrost regions

By large-scale dynamic tests carried out on a traditional sand-gravel embankment at the Beilu River section along the Qinghai-Tibet Railroad, we collected the acceleration waveforms close to the railway tracks when trains passed. The dynamic train loading was converted into an equivalent creep stress, using an equivalent static force method. Also, the creep equation of frozen soil was introduced according to the results of frozen soil rheological triaxial tests. A coupled creep model based on a time-hardening power function rule and the Druker-Prager yield and failure criterion was established to analyze the creep effects of a plain fill embankment under repeated train loads. The temperature field of the embankment in the permafrost area was set at the current geothermal conditions. As a result, the permanent deformation of the embankment under train loading was obtained, and the permanent deformation under the train loads to the total embankment deformation was also analyzed.     

蒙新高原盐湖盆地环境的变迁形式

通过蒙新高原典型盐湖区的解剖研究，查清了代表性盐湖盆地的相环境及其沉积建造，将盐湖盆地环境的变化形式划分为沉陷型、抬升型和改造型，并归纳了盐湖盆地相环境分异与盆地地质构造之间的关系，为开发大陆干旱区主地的盐湖和卤水资源及其环境演化的理论提供了依据．     

盐碱荒地开垦年限对表层土壤盐分的影响

 以典型荒漠区原生盐碱荒地及开垦农田为研究对象,通过对比研究,以阐明原生盐碱荒地开垦后不同管理措施下土壤可溶盐总量的变化规律,开垦后土壤剖面中可溶盐总量的垂直分布和季节变化规律。结果表明：开垦显著降低了0～50 cm土壤的可溶性盐含量,开垦达100 a以上老耕地的可溶性盐含量（2.31 g/kg）仅为原生盐碱荒地（26.62 g/kg）的11%;长期的耕作改变了土壤可溶性盐分在土层中的分布,原生荒漠土壤盐分具有鲜明的表聚特征,0～30 cm土层的盐分含量占整个土壤剖面的79%,开垦50 a后,土壤中的盐分分布趋于均匀,各离子浓度的垂直分布不再明显;开垦使土壤中的盐分离子组成也发生了变化,Cl^-、K⁺、Na⁺离子浓度降低,而SO₄^2-、Mg²⁺、Ca²⁺离子浓度增加,耕作层土壤由SO₄^-2-Cl^-1盐土转变为Cl^-1-SO₄^-2盐土;盐碱荒地土壤可溶盐浓度伴随着降水变化具有显著的季节变化特征,而季节对开垦耕地没有显著影响。总体而言,盐碱荒地经过多年开垦利用后,土壤可溶性盐分和pH值均显著降低。     

察尔汗盐湖地区盐渍土微观结构及其力学与强度表现

为探明察尔汗盐湖区盐渍土的微观结构特征及其力学与强度表现,从盐湖区采集9组不同含盐量的盐渍土样品,对盐渍土进行电镜扫描、直接剪切试验和抗压强度试验,从微观结构上分析了盐渍土的力学与强度表现,提出了察尔汗盐湖区盐渍土颗粒骨架的连结形式。研究结果表明,不同含盐量的盐渍土微观结构形式不同,盐渍土颗粒骨架之间的连结有3种形式:1)点式接触、2)堆叠接触、3)盐晶体胶结;微观结构越密实,盐晶体胶结作用越强,盐渍土表现出越高力学与强度特性;盐晶体的胶结作用是影响盐溃土力学与强度特性的显著因素;无侧限抗压强度显著变化的含盐量拐点为45.74%。     

基于动态降温结晶工艺的盐湖卤水镁锂分离研究

青海盐湖卤水锂资源储量丰富,高镁锂比卤水存在镁锂分离难的问题。基于非平衡动态降温过程中不同盐组分结晶行为存在差异的原理,开展了强制分离高镁锂比卤水的研究,考察了卤水镁锂比、降温速率、流体状态和卤水温度对镁锂分离效果的影响,并分析了结晶过程中镁锂分离的介稳性特点。结果表明,通过非平衡动态降温结晶析出MgCl₂·6H₂O,可以实现卤水脱镁和镁锂分离,当降温速率为-1.25℃/min、卤水温度在70℃至50℃范围内,镁锂比在10∶1～80∶1时,镁锂分离因子最高可达到1.876,结晶的MgCl₂·6H₂O纯度最高为99.42%。非平衡动态降温结晶工艺相较于经典的盐田工艺,最多可将锂损失率从模拟盐田工艺的38.39%降至7.56%。该工艺为盐湖卤水镁锂分离提供了一条新的思路,也为后续高纯锂盐的制备奠定了基础。     

21世纪新疆土壤盐渍化调控与农业持续发展研究建议

论述了新疆土壤盐渍化形成的地质、地貌、气候背景和土壤盐渍化现状,表明新疆的土壤盐渍化问题始终存在,绿洲的稳定性外受过渡带影响,内受土壤盐渍化的威胁。简述了新疆与国外盐碱奎作改良的发展过程,分析了新疆在研究、改良和利用盐渍化土壤中存在的问题,并结合科学技术的发展,提出了新疆土壤盐渍化问题研究建议：１）建立区域水盐监测体系;２）区域水盐信息系统与次生盐渍化的测报技术研究;３）抗盐碱基因工程抗性育种与耐     

盐生植物萌发期对盐胁迫的适应研究进展

目前我国盐渍土地面积较大,尤其是青藏高原的盐渍地,常伴有干旱、半干旱的生境,导致植物不易生长,生态环境相对恶劣,这种生态现状亟待解决。盐生植物具有一定的耐盐性和耐旱性,是改善盐渍地的首选植物,种子的活力决定了种子萌发的情况,多数学者为改善严峻的生态环境开始了盐生植物引种的研究。测定种子活力有直接方法和间接方法,大多数学者采用的是直接方法,即在实验室模拟一定条件直接测定萌发率。简述了盐生植物的概况、制造胁迫的主要方法以及检测种子活力的指标,综述了近年来不同学者对盐爪爪、白刺等具有代表性的22种盐生植物在种子萌发期的耐盐性以及抗旱性的相关研究,为改善盐渍地的生态环境、提升盐渍地的生产量提供了理论基础。