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Influence of wind-blown sand content on the mechanical quality state of ballast bed in sandy railways
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作者 Yihao Chi Hong Xiao +3 位作者 Zhihai Zhang Yang Wang Zhongxia Qian Weize Zhao 《Railway Engineering Science》 EI 2024年第4期533-550,共18页
During the operation of sandy railways, the challenge posed by wind-blown sand is a persistent issue. An in-depth study on the influence of wind-blown sand content on the macroscopic and microscopic mechanical propert... During the operation of sandy railways, the challenge posed by wind-blown sand is a persistent issue. An in-depth study on the influence of wind-blown sand content on the macroscopic and microscopic mechanical properties of the ballast bed is of great significance for understanding the potential problems of sandy railways and proposing reasonable and adequate maintenance and repair strategies. Building upon existing research, this study proposes a new assessment indicator for sand content. Utilizing the discrete element method(DEM) and fully considering the complex interactions between ballast and sand particles, three-dimensional(3D) multi-scale analysis models of sandy ballast beds with different wind-blown sand contents are established and validated through field experiments. The effects of varying wind-blown sand content on the microscopic contact distribution and macroscopic mechanical behavior(such as resistance and support stiffness) of ballast beds are carefully analyzed. The results show that with the increase in sand content, the average contact force and coordination number between ballast particles gradually decrease, and the disparity in contact forces between different layers of the ballast bed diminishes. The longitudinal and lateral resistance of the ballast bed initially decreases and then increases, with a critical point at 10% sand content. At 15% sand content, the lateral resistance is mainly shared by the ballast shoulder. The longitudinal resistance sharing ratio is always the largest on the sleeper side, followed by that at the sleeper bottom, and the smallest on the ballast shoulder. When the sand content exceeds 10%, the contribution of sand particles to stiffness significantly increases, leading to an accelerated growth rate of the overall support stiffness of the ballast bed, which is highly detrimental to the long-term service performance of the ballast bed. In conclusion, it is recommended that maintenance and repair operations should be promptly conducted when the sand content of the ballast bed reaches or exceeds 10%. 展开更多
关键词 sandy railway Wind-blown sand content Discrete element method(DEM) Macroscopic and microscopic mechanical properties Maintenance and repair strategies
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Influence of sand content on the flow characteristics of soft soil under cyclic and high-frequency vibration 被引量:1
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作者 Zhuang Zhongxun Yin Deshun +1 位作者 Bai Chunyu Zhou Chao 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第3期487-496,共10页
The flow characteristics of foundation soils subjected to train loads can present engineering hazards in highspeed railways.In order to verify the feasibility of blending coarse sand in modifying soft subsoil,undraine... The flow characteristics of foundation soils subjected to train loads can present engineering hazards in highspeed railways.In order to verify the feasibility of blending coarse sand in modifying soft subsoil,undrained pulling sphere tests were carried out and the train loads were simulated through localized and cyclic vibration at various frequencies.Laboratory testing results indicate that the fl ow characteristics of soft soil can be signifi cantly enhanced by high-frequency vibration;meanwhile the continuous increase in fl ow characteristics caused by cyclic vibration may be an important reason for the long-term settlement of soft subsoil.The infl uence of sand content on fl ow characteristics is also studied in detail,and it is shown that the addition of coarse sand can weaken the fl ow characteristics of soft soil induced by sudden vibration at lower than 50 Hz.Under the condition of cyclic vibration,the growth of the fl ow characteristics of sand-clay mixtures is mainly caused by the fi rst-time vibration in the cycle,and the increase in sand content can make the fl ow characteristics present a faster convergent tendency. 展开更多
关键词 sand content flow characteristics pulling sphere tests soft soil
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The effects of soil sand contents on characteristics of humic acids along soil profiles
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作者 Xinyue Di Hui Dong +2 位作者 Xianjin An Haiming Tang Baohua Xiao 《Acta Geochimica》 EI CAS CSCD 2016年第3期251-261,共11页
It is generally accepted that the compositions and properties of soil organic matter (SOM) are influenced by many factors. In order to reveal the effects of soil texture on characteristics and dynamics of SOM and it... It is generally accepted that the compositions and properties of soil organic matter (SOM) are influenced by many factors. In order to reveal the effects of soil texture on characteristics and dynamics of SOM and its sub-fraction, humic acid (HA), along two soil profiles, a yellow soil profile and a purplish soil profile, under the same climate and vegetation conditions were determined. Results indi- cate that the decomposition and humification degrees of SOM and HA of the purplish soils are higher than those of the corresponding yellow soils indicated by A/O-A ratios of HAs, TOCs and HA yields of bulk soil samples, neverthe- less, the development degree of the purplish soil is lower than that of the yellow soil. The variations of E4/E6 ratios of HAs along the soil profiles indicate the overall molecular sizes of HAs decreased downward along the soil profiles. A/O-A ratios of HAs decreased downward along both the soil profiles indicate that humification processes decrease downward along both the soil profiles. Leaching of SOM shows significant effects on the distribution and character- istics of HAs in the yellow soil profile but the purplish soil profile, which is consistent with the higher hydrophobicity of HAs in purplish soils, shows that the distribution char- acteristics of SOM along the soil profiles are a complex result of the combination of soil texture and characteristics of SOM itself. The remarkably different sand contents are concluded tentatively as one of reasons to the differentdistributions and dynamics of HAs along the soil profiles, however, to profoundly understand the evolution and transport of SOM along soil profiles needs more researches. 展开更多
关键词 Soil profile Soil organic matter Humic acid CHARACTERISTICS sand content
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Effect of Sand Content on Strength and Pore Structure of Cement Mortar
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作者 卜静武 TIAN Zhenghong +1 位作者 ZHENG Shiyu TANG Zilong 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2017年第2期382-390,共9页
The effects of four sand contents on the compressive, flexural and splitting-tensile strength of cement mortars were evaluated. Moreover, we experimentally investigated the pore structure of cement mortar brought abou... The effects of four sand contents on the compressive, flexural and splitting-tensile strength of cement mortars were evaluated. Moreover, we experimentally investigated the pore structure of cement mortar brought about by changing the sand content and water/cement ratio. The changes in the pore structure were quantified by measuring the porosity and pore size distribution obtained by using mercury intrusion porosimetry(MIP) technique. The test results show that the strengths of cement mortar increase with increasing sand content. It is also suggested that the traditional water/cement ratio law can be applied to cement mortar with different sand contents, provided that a slight modification is introduced. Sand content is an important parameter influencing the pore structure of cement mortar. Moreover, there is a good relationship between the pore structure and strength of cement mortar. 展开更多
关键词 sand content strength cement mortar pore structure
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Effects of the sand content of muddy water content on one-dimensional vertical infiltration characteristics and dense layer formation characteristics
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作者 Shouxuan Kang Liangjun Fei +1 位作者 Yun Zhong Lihua Liu 《International Journal of Agricultural and Biological Engineering》 SCIE 2024年第1期172-179,共8页
Muddy water irrigation,an effective water-saving irrigation method,has been widely used in the Yellow River Basin in China.To investigate the effect of sand content on water infiltration and dense layer formation unde... Muddy water irrigation,an effective water-saving irrigation method,has been widely used in the Yellow River Basin in China.To investigate the effect of sand content on water infiltration and dense layer formation under one-dimensional vertical infiltration of muddy water,muddy water infiltration experiments were performed in the laboratory,and five sand contents of muddy water(S=0%,3%,6%,9%,and 12%)were used.Models were established to describe the relationship between the cumulative infiltration amount[I(t)]and the infiltration duration(t);the relationship among the migration distance of the wetting front(Z),S,and t;the thickness of the sedimentary layer[H(t)];and the relationship between S and t.The results revealed that I(t)and Z decreased significantly with the increase of sand contents,while H(t)increased significantly with the increase of sand contents.I(t)and Z were in the range of 7 cm and 20 cm for each treatment,respectively.The variation in I(t)with t fitted Kostiakov and Philip models,and the coefficients of determination were all greater than 0.99.With the increase in S,the infiltration coefficient gradually decreased,the infiltration index gradually increased,and the sorptivity gradually decreased.The particle composition of the sedimentary layer was similar to that of the argillaceous sediment,and the content of particles with a size of less than 2 mm in the sedimentary layer was lower than that of the argillaceous sediment.Compared with the original soil,the content of particles with a size of less than 0.05 mm and physical clay particles(diameter less than 0.01 mm)in the soil with an infiltration depth of 0-2 cm increased.The retention layer was from the topsoil to the infiltration depth of approximately 2 cm.This study can provide a scientific basis for further research on soil infiltration mechanisms under muddy water. 展开更多
关键词 muddy water sand content dense layer cumulative infiltration wetting front transport deposit layer thickness
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Feeding habit and seasonal variation of stomach contents of sand dabs, Pseudopleuronectes yokohamae, in the South Bohai Sea
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作者 Dou Shuozeng and Yang JimingInstitute of Oceanology, Academia Sinica Qingdao 266071, China 《Acta Oceanologica Sinica》 SCIE CAS CSCD 1993年第4期629-635,共7页
Sand dabs, an important commercial flatfish in the Bohai Sea, has recently decreased gradually in biomass, resulting from overfishing and marine pollution. Artificial culture and multiplication of sand dabs are essent... Sand dabs, an important commercial flatfish in the Bohai Sea, has recently decreased gradually in biomass, resulting from overfishing and marine pollution. Artificial culture and multiplication of sand dabs are essential and practical in China. The present paper examines the food habitof this fish to provide detailed information for its culture and multiplication. 展开更多
关键词 Pseudopleuronectes yokohamae RATE in the South Bohai Sea Feeding habit and seasonal variation of stomach contents of sand dabs
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Influence of temperature on swelling deformation characteristic of compacted GMZ bentonite-sand mixtures 被引量:7
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作者 CUI Su-li DU Yan-feng +2 位作者 WANG Xue-pan HUANG Sen XIE Wan-li 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第11期2819-2830,共12页
Laboratory swelling deformation tests were carried out on compacted GMZ bentonite and bentonite-sand mixtures with 30%and 50%sand contents at 20,40,60,80 and 90°C with infiltration of distilled water.Influence of... Laboratory swelling deformation tests were carried out on compacted GMZ bentonite and bentonite-sand mixtures with 30%and 50%sand contents at 20,40,60,80 and 90°C with infiltration of distilled water.Influence of temperature,initial dry density,and quartz sand content on the swelling deformation characteristic of compacted bentonite specimens was analyzed.Results indicate that the swelling deformation process is accelerated,and the maximum swelling strain increases with the increase in temperature,while the maximum swelling strain tends to be stable with increasing temperature.In the meantime,the temperature effects depend on both of the sand content and the initial dry density of the specimens,the increases of the maximum swelling strain induced by increasing temperature,are enlarged by increasing sand content or initial dry density.Adding of quartz sand to bentonite not only influences the integrality of bentonite specimen,but also increase the microfissuring in area on quartz sand,which are advantageous to the heat transfer,leading to the increase of swelling deformation capacity of the specimen.The increased dry density relatively increases the bentonite content,so the swelling property is enhanced.However,no change on mineral composition of bentonite was observed when temperature was changed from 20 to 90°C. 展开更多
关键词 GMZ bentonite swelling strain TEMPERATURE initial dry density sand content
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改进后的SAND2程序计算含气储层的孔隙度方法研究
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作者 胡斌 赵毅 +2 位作者 刘晓璐 张路崎 林可英 《复杂油气藏》 2014年第2期30-33,共4页
在含油气的泥质砂岩储层中,密度、中子和声波时差测井曲线受天然气的影响很大,直接通过岩心刻度计算的孔隙度有较大的误差。以校正油气对三孔隙度测井影响为核心思想的SAND2程序在实际应用中很不完善,为此,针对实际地区,对SAND2程序做了... 在含油气的泥质砂岩储层中,密度、中子和声波时差测井曲线受天然气的影响很大,直接通过岩心刻度计算的孔隙度有较大的误差。以校正油气对三孔隙度测井影响为核心思想的SAND2程序在实际应用中很不完善,为此,针对实际地区,对SAND2程序做了4点修改:添加了井眼扩径对测井曲线校正的方法;用岩心刻度方法计算出的泥质含量作为固定值,减少迭代次数;油气密度的估算方法改为Poupon等人提出的计算方法;添加了储层段和非储层段(泥岩)的参数的约束条件。运用该方法编制的处理模块对研究地区的10口井进行了实际处理,经验证能较好解决该地区受气层影响的储层孔隙度计算问题。 展开更多
关键词 孔隙度 测井曲线 含油气泥质砂岩 模型 计算机程序 泥质含量
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Spatial heterogeneity of soil water content in the reversion process of desertification in arid areas 被引量:3
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作者 QuanLin MA Fang CHENG +3 位作者 YouJun LIU FangLin Wang DeKuai ZHANG HuJia JIN 《Journal of Arid Land》 SCIE 2011年第4期268-277,共10页
Sandy soils in arid,rain-fed environments have low and limited water content,which is a principal factor limiting vegetation development,and a key constraint controlling the structure and functions of the ecological s... Sandy soils in arid,rain-fed environments have low and limited water content,which is a principal factor limiting vegetation development,and a key constraint controlling the structure and functions of the ecological systems in arid areas.The spatial heterogeneity of soil water content is a major soil property,and a focus of soil science and hydrology.On the southern edge of the Tengger Desert,sample plots were selected from mobile sand dunes in desertified lands that had been enclosed for 5,15 and 25 years,respectively.This study explored the dynamic and spatial heterogeneity of soil water content in these different layers of soil that were also in the reversion process of desertification.The results showed that the soil water content of the mobile sand dunes was highest when in the initial stages of the reversion process of desertification,while the soil water content in the 0-20 cm,20-40 cm and 40-60 cm layers of soil was 1.769%,3.011%,and 2.967% respectively,presenting a restoring tendency after 25 years of enclosure.There were significant differences,as a whole,in the soil water content among different restoration stages and different soil layers,respectively.Changes in soil water content,in different soil layers,at different restoration stages,exhibited exponential or spherical patterns.The spatial distribution of soil water content exhibited a mosaic patch pattern with obvious spatial heterogeneity.The ratio of the heterogeneity of spatial autocorrelation to gross spatial heterogeneity was greater than 50%.The gross spatial heterogeneity of the 0-20 cm layer of soil improved gradually,while those of the 20-40 cm and 40-60 cm layers improved initially,then weakened in the reversion process of desertification.This study revealed that restoration with sand-binding vegetation reduced soil water content,and increased its spatial heterogeneity in arid areas.However,after 25 years of vegetation-soil system restoration,the soil water content started to increase and its spatial heterogeneity started to weaken.These results will further benefit the understanding of the ecological mechanism between soil water and sand-binding vegetation. 展开更多
关键词 Tengger Desert reversion process of desertification soil water content sand-binding vegetation geostatistical analysis
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Effect of Methylene Blue (MB)-value of Manufactured Sand on the Durability of Concretes 被引量:5
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作者 王稷良 NIU Kaimin +1 位作者 TIAN Bo SUN liqun 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2012年第6期1160-1164,共5页
The relation between the methylene blue (MB) value of MS and its limestone powder content and clay content was investigated. The effects of MB values ranging from 0.35 to 2.5 on the workability of fresh concrete, th... The relation between the methylene blue (MB) value of MS and its limestone powder content and clay content was investigated. The effects of MB values ranging from 0.35 to 2.5 on the workability of fresh concrete, the mechanical properties, the resistance to freezing as well as the resistance to chlorine ion permeation of the hardened concrete were all investigated. The experimental results showed that the MB value had no correlation with the limestone powder content of MS, while it was directly related to the clay content. With an increase of MB value, concrete workability decreased, as did the flexural and 7-day compressive strengths, however, the 28-day compressive strength was not affected. Furthermore, influence of MB value on concretes of different strength levels was different. For low-strength concretes, an increase of MB value could improve its impermeability, but this was not the case for high-strength concretes. Instead, their resistance to chloride ion permeability decreased slightly. However, even a slight increase in MB value remarkably accelerated freeze-thaw damage of MS concrete. It was thus concluded that the critical MB value of 1.4 would not cause significant deterioration in the performance of MS concretes. 展开更多
关键词 manufactured sand methylene blue value clay content resistance to freezing chlorine ionpermeability coefficient
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高含沙水滴灌灌水器堵塞机制及防堵技术研究进展 被引量:1
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作者 夏天 田军仓 李小纲 《节水灌溉》 北大核心 2024年第4期51-57,共7页
为解决黄河水中粒径小于0.10 mm细小泥沙颗粒引发的滴灌灌水器堵塞问题。通过文献调研,回顾了高含沙水滴灌条件下灌水器物理堵塞机制相关研究进展,并提出了进一步研究方向。细小泥沙颗粒含量较高的浑水滴灌时,滴头堵塞主要是含沙量、泥... 为解决黄河水中粒径小于0.10 mm细小泥沙颗粒引发的滴灌灌水器堵塞问题。通过文献调研,回顾了高含沙水滴灌条件下灌水器物理堵塞机制相关研究进展,并提出了进一步研究方向。细小泥沙颗粒含量较高的浑水滴灌时,滴头堵塞主要是含沙量、泥沙粒径与颗粒级配耦合作用的结果。滴灌系统工作条件如工作压力的动态变化有助于移除流道内黏、粉等细颗粒堵塞物质,促进较大泥沙颗粒排出流道;灌溉水温越高,滴头抗物理堵塞性能越强;对浑水加气和磁化处理可改变毛管内水流水力特性及悬浮泥沙运动规律,增强水流拖拽力,减小管道内泥沙淤积量。此外,施肥增强了水体中泥沙颗粒间的絮凝作用,对浑水水肥一体化滴灌滴头堵塞具有明显加速作用。浑水含沙量、粒径和颗粒级配是引发滴头物理堵塞的重要因素,确定易引发滴头堵塞的敏感含沙量、颗粒粒径段,选用适宜肥料种类和施肥浓度阈值,优化滴灌系统工作条件参数是改变毛管内泥沙颗粒运移和沉积规律、延缓滴头堵塞进程、提高水肥一体化滴灌水肥利用效率的有力措施;采用统一的灌水试验方法,充分利用现代测试手段,结合生产实际有针对性地改进工程技术处理措施是解决滴头堵塞问题的必要途径。 展开更多
关键词 滴灌灌水器 滴头堵塞 高含沙水 过滤抗堵技术 进展
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Impact of Moisture Variation on Some Foundry Properties of Fori Silica Sand
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作者 Friday Ichifu Apeh Lawan Umar Mahmoud +1 位作者 Sa’idu Shuaibu Mustapha Olawale Fabiyi 《Journal of Minerals and Materials Characterization and Engineering》 CAS 2022年第5期429-437,共9页
Moulding Sand for metal casting is usually sourced from either natural deposit or synthetic mix of refractory sand grain binder and moisture. Each of the mix constituent is important in determining the characteristics... Moulding Sand for metal casting is usually sourced from either natural deposit or synthetic mix of refractory sand grain binder and moisture. Each of the mix constituent is important in determining the characteristics of sand. The binding agent is responsible for bendability thereby determining the size of voids within the sand grain, while moisture level determines the plasticity of the foundry sand. Tests using American Foundry Society (AFS) Standard were followed in carrying out the experiment on Fori sand deposit to determine its suitability for foundry use. The sand was collected from the river bank of Fori, in Fori Community, Maiduguri, Borno State. The experimental test equipment includes: laboratory sand mixer, sand rammer, universal strength testing machine, permeability-meter, oven, mouldability machine, and as well as quick moisture teller. The chemical composition of the materials was carried out using atomic absorption spectrophotometer (AAS) model PG990AFG. The silica content in the material sample is about 78.65%, and with the traces of other elements, such as CaO (1.07%), Fe<sub>2</sub>O<sub>3</sub> (0.76%), Al<sub>2</sub>O<sub>3</sub> (15.81%), MgO (1.01%), TiO<sub>2 </sub>(2.21%), K<sub>2</sub>O (3.87%), and Na<sub>2</sub>O (1.16%), respectively. These percentages are within acceptable limits. The results of the physical properties revealed that the sand sample has clay content of 15.32% which is above the standard range of 10% - 12% recommended for natural moulding sands required for producing good quality castings. Other foundry properties of Forinatural moulding sand conducted include “moisture content” in the following ranges of percentages, 7.6%, 6.5%, 5.8%, 4.2% and 2.9% with the corresponding value of green compressive strength of (43.95, 53.47, 69.56, 68.21 and 61.16 KN/m<sup>2</sup>), dry compressive strength (93.50, 96.52, 105.50, 146.50 and 152.49 KN/m<sup>2</sup>), and permeability No. of 340, 390, 410, 430 and 440 respectively. It is clear from the test that, the lower the moisture content, the higher the dry compressive strength of the materials. The refractoriness value of the materials is 1400 ℃. The results of the physical and other foundry properties carried out show that Forisilica sand is suitable for casting non-ferrous alloys like bronze, brass and aluminium, and cast iron. 展开更多
关键词 Fori Moulding sand MOULDABILITY Moisture content REFRACTORINESS Compressive Strength
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Influential factors on the repose angle of desert sands
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作者 JianBao Liu NaiAng Wang +1 位作者 HongYi Cheng WenTao Yang 《Research in Cold and Arid Regions》 2011年第1期17-23,共7页
The repose angle is one of the most significant macroscopic parameters in describing the behavior of granular materials. Under a static condition, the repose angle is the steepest angle at which sediment particles can... The repose angle is one of the most significant macroscopic parameters in describing the behavior of granular materials. Under a static condition, the repose angle is the steepest angle at which sediment particles can rest without motion. In this paper, we use existing data and aeolian physics to analyze the main factors that influence the repose angle of sand dunes, and we investigate different repose angles involving various states and types of materials. We have determined that different factors have differential influence on the magnitude of the repose angle. Our results show that for powdery (〈400-μm diameter) desert sands, the main influential factor on the magnitude of repose angle is the molecular force among particles. Particle size does not influence the repose angle of desert sands directly, but has an indirect impact by affecting the grit sphericity and surface roughness, of which the grit sphericity acts as a major factor. Even at the same average particle size, the repose angle differs with different grain compositions. Furthermore, with increasing unevenness in grain composition, the repose angle increases correspondingly. Sand texture also has a direct influence on the repose angle of desert sands. In two sand samples having the same grain composition but different textures, the repose angles may be different. Water content has a stronger influence on the repose angle than any other factor. However, the relationship between the repose angle and water content is not a simple direct proportion. In fact, with increasing water content, the repose angle first increases and then decreases. These research results will be useful for understanding the mechanisms of dune transport, variations of dune morphology, and the stability and fluidity of dune sands. 展开更多
关键词 repose angle desert sands plastic sands uniformity coefficient water content
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Influence of salinity and moisture on the threshold shear velocity of saline sand in the Qarhan Desert, Qaidam Basin of China: A wind tunnel experiment 被引量:4
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作者 LI Chao DONG Zhibao +2 位作者 YIN Shuyan CHEN Guoxiang YANG Junhuai 《Journal of Arid Land》 SCIE CSCD 2019年第5期674-684,共11页
Determination of the threshold shear velocity is essential for predicting sand transport,dust release and desertification.In this study,a wind tunnel experiment was conducted to evaluate the influence of salinity and ... Determination of the threshold shear velocity is essential for predicting sand transport,dust release and desertification.In this study,a wind tunnel experiment was conducted to evaluate the influence of salinity and moisture on the threshold shear velocity of saline sand.Saline sand samples(mean particle size of 164.50–186.08μm and the total silt,clay and salt content of 0.80%–8.25%)were collected from three saline sand dunes(one barchan dune and two linear dunes)in the Qarhan Desert,Qaidam Basin of China.Original saline sand samples were placed in two experimental trays for wet and dry processing to simulate deliquescence and desiccation,respectively.Surface moisture content ranging from 0.30% to 1.90% was generated by the steam method so that the saline sand can absorb water in a saturated water vapor environment.The motion of sand particles was determined by the observers with a solid laser.The laser sheet(0.80 cm thick),which was emitted by the solid laser,horizontally covered the sand surface and was bound to the sand.Results show that the cohesion of saline sand results from a combination of salt and water.The threshold shear velocity increases exponentially with the increase in crust thickness for the linear sand dunes.There is a positive linear correlation between the original moisture content and relative threshold shear velocity.The threshold shear velocity of dewatered sand is greater than that of wet sand with the same original moisture content.Our results will provide valuable information about the sand transport of highly saline soil in the desert. 展开更多
关键词 THRESHOLD SHEAR velocity SALINE sand barchan DUNE linear DUNE crust thickness MOISTURE content Qaidam Basin
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水文水井钻探泥浆特征参数在线监测技术
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作者 高辉 徐媛 +4 位作者 蒋巍 冼天朗 刘乃鹏 张棣 段隆臣 《安全与环境工程》 CAS CSCD 北大核心 2024年第5期209-218,共10页
水文水井钻探是开发地下水资源的一项重要技术手段,钻探过程中产生的泥浆排放会对生态环境造成一定程度的破坏。为对泥浆进行有效净化并循环利用,开展了泥浆在线监测方案的研究,首先利用管道黏度计对泥浆密度、表观黏度、塑性黏度、动... 水文水井钻探是开发地下水资源的一项重要技术手段,钻探过程中产生的泥浆排放会对生态环境造成一定程度的破坏。为对泥浆进行有效净化并循环利用,开展了泥浆在线监测方案的研究,首先利用管道黏度计对泥浆密度、表观黏度、塑性黏度、动切力进行实时监测,然后通过预先训练基于泥浆密度、流变性参数和含砂量的神经网络模型,预测经过固相控制之后的泥浆中的含砂量。结果表明:通过管道黏度计监测的泥浆密度、表观黏度、塑性黏度、动切力的平均误差分别为0.2%、1.7%、3.4%、3.7%;通过神经网络模型预测的含砂量的平均误差为15.9%,预测模型不依赖模型训练中使用的泥浆配方,能够适用于相同体系的其他泥浆配方,表明预测模型具有一定的泛化性。该泥浆在线监测系统能够满足绿色勘查的要求,适合水文地质及水井钻探的现场应用。 展开更多
关键词 水文水井钻探 泥浆净化 在线监测 泥浆性能参数 含砂量 BP神经网络
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定向钢纤维水泥基复合材料的含砂率及定向时程影响规律
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作者 陈卓异 寇子豪 +2 位作者 熊永明 易宏健 曹先慧 《硅酸盐通报》 CAS 北大核心 2024年第7期2346-2354,共9页
为研究钢纤维水泥基复合材料中钢纤维定向分布规律,考虑定向时程和含砂率两种因素,基于团队自主研发的钢纤维定向设备,制作32个试件。在恒定磁场下,系统地开展了梯度定向时程与含砂率钢纤维定向试验,利用COMSOL有限元模拟定向试验磁场... 为研究钢纤维水泥基复合材料中钢纤维定向分布规律,考虑定向时程和含砂率两种因素,基于团队自主研发的钢纤维定向设备,制作32个试件。在恒定磁场下,系统地开展了梯度定向时程与含砂率钢纤维定向试验,利用COMSOL有限元模拟定向试验磁场分布情况,通过CT-X射线扫描技术获取不同试件的截面图像,计算钢纤维的方向系数,讨论钢纤维受梯度定向时程与含砂率影响下的定向规律。研究结果表明:随着定向时程的增加,在相同含砂率条件下,钢纤维的方向系数在初始阶段迅速提升,然后逐渐减缓,最终趋于稳定;在相同定向时程下,含砂率过高或过低都会对钢纤维的定向效率产生不利影响,控制含砂率在40%左右时可以获得相对理想的钢纤维定向效果。 展开更多
关键词 水泥基复合材料 磁场定向 含砂率 定向时程 方向系数
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Factors Influencing the Soil-Water Characteristics of Unsaturated Tropical Silty Sand
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作者 B. D. Oluyemi-Ayibiowu T. O. Akinleye 《Journal of Geoscience and Environment Protection》 2019年第5期264-273,共10页
Fine grain soils have a complex engineering behaviour which depends but not limited to moisture content, changes in external pressure and characteristics of the pore medium. Sand often contains a considerable percent ... Fine grain soils have a complex engineering behaviour which depends but not limited to moisture content, changes in external pressure and characteristics of the pore medium. Sand often contains a considerable percent of silt which is expected to alter its natural behaviour. This composite matrix is referred to as silty-sand. To understand the behaviour of this matrix under varying moisture conditions, some of the factors influencing the soil-water characteristics of unsaturated silty sands were investigated. Representative samples were collected from a river bank after its index properties were predetermined in the laboratory. The samples were compacted at different moisture conditions and compactive efforts. With the pressure plate extractor device, the Soil-Water Characteristic (SWC) was obtained and SWC Curves plotted. Compaction at greater compactive effort (modified proctor) and optimum moisture content produced the largest air entry value and reduced air voids. The air entry values of the soils obtained ranged from 21 kPa to 57 kPa. Also changes in the shape of the SWCC were consistent with changes in pore size which occur by varying compaction conditions. Result shows that soil structure, compaction water content, compactive effort and percentage of fine particles are factors affecting the Soil-Water Characteristics. 展开更多
关键词 SOIL-WATER CHARACTERISTICS SOIL-WATER CHARACTERISTICS Curve TROPICAL Silty sand Soil COMPACTION Water content Compactive EFFORTS
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砂-粉混合料颗粒接触状态的临界条件确定
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作者 吴琪 孙苏豫 +2 位作者 杭天柱 赵凯 陈国兴 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2024年第2期277-283,297,共8页
砂-粉混合料被广泛应用于高速铁路路基、人工筑岛及海底沉管隧道垫层等重大工程,如何科学地表征砂-粉混合料复杂的颗粒接触状态及连续演变的力学行为特征,并深入揭示其对混合料静/动力学特性的影响已是一项紧迫的基础性科学研究任务。... 砂-粉混合料被广泛应用于高速铁路路基、人工筑岛及海底沉管隧道垫层等重大工程,如何科学地表征砂-粉混合料复杂的颗粒接触状态及连续演变的力学行为特征,并深入揭示其对混合料静/动力学特性的影响已是一项紧迫的基础性科学研究任务。本文基于代表性砂-粉混合料的基本物理性能指标及力学特性指标试验数据,验证Rahman等提出的区分“细粒填充砂粒”和“砂粒悬浮细粒”的阈值细粒含量FCth半经验公式预测能力。基于理想二元介质材料的理论最小孔隙比计算方法,提出确定中间性态土颗粒接触状态临界条件参量FC_(in-min)和FC_(in-max)的方法,分析各参数对FC_(in-min)和FC_(in-max)的影响规律,建立基于基本物理性能指标的FC_(in-min)和FC_(in-max)预测方法,最终提出全FC范围(FC=0~100%)的砂-粉混合料各颗粒接触状态临界条件参量的有效评价方法。 展开更多
关键词 细粒含量 砂-粉混合料 颗粒接触状态 阈值细粒含量 临界条件参量 理论最小孔隙比 二元介质模型 中间性态
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加拿大麦凯河油砂含油性差异的形成机理 被引量:1
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作者 任俊豪 李美俊 +4 位作者 阳孝法 杨程宇 马国庆 黄继新 钟宁宁 《石油科学通报》 CAS 2024年第1期73-88,共16页
油砂作为一种重要的非常规油气资源逐渐受到全世界的重视,但油砂储层通常存在非均质性强,含油性差异大等缺点,导致开发效率受限。本文基于岩心、铸体薄片和扫描电镜观测、测井数据、储集岩热解和可溶有机质色谱质谱分析结果,研究了加拿... 油砂作为一种重要的非常规油气资源逐渐受到全世界的重视,但油砂储层通常存在非均质性强,含油性差异大等缺点,导致开发效率受限。本文基于岩心、铸体薄片和扫描电镜观测、测井数据、储集岩热解和可溶有机质色谱质谱分析结果,研究了加拿大阿萨巴斯卡地区麦凯河区块白垩系上麦克默里组油砂含油性差异的形成机理。麦凯河油砂成岩作用弱,基本不存在胶结物,岩石特征主要由粒径、分选和杂基含量3个参数决定,岩石类型可划分为杂砂岩、粉砂岩、细砂岩和极细砂岩。根据测井和岩心含水饱和度数据可以将麦凯河油砂储层评估为气、水、油和差油层4类,油水层由岩性和生物降解程度决定。生物标志物特征显示沥青属于同一族群且没有成熟度的差异,形成油砂含油性差异的原因可能是岩性差异导致降解程度和早期充注量不同。细砂岩连通性较好,受到水洗、氧化等降解作用严重,通常形成水层;粉砂岩致密程度较高,早期原油难以完全充注,通常形成差油层;杂砂岩物性介于二者之间,在不影响原油充注的前提下,受到降解程度也相对较低,通常形成油层。 展开更多
关键词 麦克默里组 油砂 含油性 岩石学特征 地球化学特征
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饱和珊瑚砂体应变发展模式与预测模型试验研究
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作者 王路阳 吴琪 +3 位作者 周正龙 张鑫磊 王炳辉 陈国兴 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第9期1965-1973,共9页
珊瑚砂具有较好的排水条件,地震、波浪荷载作用下饱和珊瑚砂产生的排水变形易引起海床和附近结构物的破坏。利用GDS循环三轴仪,针对南沙岛礁饱和珊瑚砂试样进行了一系列循环排水加载试验,以探究细粒含量FC、相对密度D_r及循环应力比CSR... 珊瑚砂具有较好的排水条件,地震、波浪荷载作用下饱和珊瑚砂产生的排水变形易引起海床和附近结构物的破坏。利用GDS循环三轴仪,针对南沙岛礁饱和珊瑚砂试样进行了一系列循环排水加载试验,以探究细粒含量FC、相对密度D_r及循环应力比CSR对饱和珊瑚砂变形特性的影响。试验结果表明,饱和珊瑚砂的累积体应变ε_(vp)的发展速率和变形程度随FC、CSR的增大而增大,随D_(r)的增大而减小。饱和珊瑚砂ε_(vp)-N关系曲线呈现出循环平稳和循环蠕变两种发展模式。引入潜在破坏系数DP表征FC对ε_(vp)发展模式的影响,建立了DP×CSR-D_(r)框架的饱和珊瑚砂体应变发展模式评价方法。为表征FC及D_(r)对饱和珊瑚砂ε_(vp)-N关系曲线的影响,引入了骨架孔隙比e_(sk)*,发现两种发展模式下ε_(vp-s)与e_(sk)*均存在良好的相关性,遂建立了排水循环加载条件下饱和珊瑚砂的体应变发展模型,可以较好地预测饱和珊瑚砂的累积体应变发展规律。 展开更多
关键词 珊瑚砂 细粒含量 累积体应变 等效骨架孔隙比 潜在破坏系数
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