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Effect of soil crust on evaporation and dew deposition in Mu Us sandy land, China

SUN Yongliang, LI Xiaoyan, XU Heye, YANG Zhipeng, TANG Jia, ZHANG Xiaoying

《环境科学与工程前沿（英文）》 2008年第2卷第4期页码 480-486 doi: 10.1007/s11783-008-0034-8

摘要： The development of soil crust on sandy land may affect the surface hydrological process. This paper investigates the process of evaporation and dew deposition influenced by different soil surface types which were dominated by sand, primitive biotic crust, and advanced biotic crust, respectively, in the south fringe of Mu Us sandy land in Northwest China from July to September of 2006. The experimental results indicate that the advanced biotic crust could increase evaporation and dew deposition compared to the primitive biotic crust and bare sand although the differences between them were not significant. The average evaporation from advanced biotic crust, primitive biotic crust and sand was 6.8, 6.6, and 6.5 mm/d, respectively, and water content is around 16.2 % in the condition of initially identical soil. The average dew amount on advanced biotic crust was 0.116 mm/d with extreme 0.05 and 0.24 mm/d. The average values on primitive biotic crust and sand were 0.105 and 0.101 mm/d, respectively, with extreme 0.04 and 0.21 mm/d for both treatments. Also, the dew deposition on advanced biotic crust seemed stable and might rest for a longer time than that on primitive biotic crust and sand. The results suggest that the advanced biotic crust possibly facilitates evaporation and dew deposition. Therefore, the development of biotic crust may potentially enhance the hydrological circulation in the upper sand layer in sandy land.

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Assessment of glass fiber-reinforced polyester pipe powder in soil improvement

《结构与土木工程前沿（英文）》 2021年第15卷第3期页码 742-753 doi: 10.1007/s11709-021-0732-x

摘要： This study investigates the use of glass fiber-reinforced polyester (GRP) pipe powder (PP) for improving the bearing capacity of sandy soils. After a series of direct share tests, the optimum PP addition for improving the bearing capacity of soils was found to be 12%. Then, using the optimum PP addition, the bearing capacity of the soil was estimated through a series of loading tests on a shallow foundation model placed in a test box. The bearing capacity of sandy soil was improved by up to 30.7%. The ratio of the depth of the PP-reinforced soil to the diameter of the foundation model (H/D) of 1.25 could sufficiently strengthen sandy soil when the optimum PP ratio was used. Microstructural analyses showed that the increase in the bearing capacity can be attributed to the chopped fibers in the PP and their multiaxial distribution in the soil. Besides improving the engineering properties of soils, using PP as an additive in soils would reduce the accumulation of the industrial waste, thus providing a twofold benefit.

关键词： shallow foundation sandy soil bearing capacity soil improvement pipe powder

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现代农业双优工程试验原理与方法——以毛乌素沙地为例

王永生,李玉恒,刘彦随

《中国工程科学》 2019年第21卷第2期页码 48-54 doi: 10.15302/J-SSCAE-2019.02.017

摘要：

土地是人类赖以生存与发展的重要资源和物质基础，现代农业的发展依赖于健康、生态、高效的土地。消除退化土地的利用障碍，改良作物生长环境，为不同作物生长需求提供最适宜的“土地配方”，是当前面临的主要问题。针对毛乌素沙地区（榆林）沙化土地整治与可持续利用问题，利用红黏土、黄土与沙土的物理互补性，对沙化土地进行结构性整治，构建沙化土地整治土体优配和现代农业良种优选的复合技术体系，实现“沙化土地的订单式整治”，为毛乌素沙地区（榆林）退化土地整治与现代农业的耦合发展提供科技支撑。未来应重点加强土地工程链研究，创建全链式土地工程管理机制，实现微观土地复配、中观土体营造和宏观土质改良工程的技术化和标准化。

关键词：土地整治工程现代农业土体重构作物优选毛乌素沙地

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Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests

Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI

《结构与土木工程前沿（英文）》 2022年第16卷第9期页码 1196-1211 doi: 10.1007/s11709-022-0865-6

摘要： Sandy gravel foundations exhibit non-linear dynamic behavior when subjected to strong ground motions, which can have amplification effects on superstructures and can reveal insufficient lateral resistance of foundations. Grouting methods can be used to improve the seismic performance of natural sandy gravel foundations. The strength and stiffness of grouted sandy gravel foundations are different from those of natural foundations, which have unknown earthquake resistance. Few studies have investigated the seismic behavior of sandy gravel foundations before and after grouting. In this study, two shaking table tests were performed to evaluate the effect of grouting reinforcement on seismic performance. The natural frequency, acceleration amplification effect, lateral displacement, and vertical settlement of the non-grouted and grouted sandy gravel foundations were measured and compared. Additionally, the dynamic stress-strain relationships of the two foundations were obtained by a linear inversion method to evaluate the seismic energy dissipation. The test results indicated that the acceleration amplification, lateral displacement amplitude, and vertical settlement of the grouted sandy gravel foundation were lower than that of the non-grouted foundation under low-intensity earthquakes. However, a contrasting result was observed under high-intensity earthquakes. This demonstrated that different grouting reinforcement strategies are required for different sandy gravel foundations. In addition, the dynamic stress-strain relationship of the two foundations exhibited two different energy dissipation mechanisms. The results provide insights relating to the development of foundations for relevant engineering sites and to the dynamic behavior of grouted foundations prior to investigating soil-structure interaction problems.

关键词： sandy gravel foundation grouting-treated reinforcement shaking table test seismic behavior

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Driving mechanisms of desertification process in the Horqin Sandy Land-a case study in Zhalute Banner

TANG Haiping, CHEN Yufu, LI Xinyu

《环境科学与工程前沿（英文）》 2008年第2卷第4期页码 487-493 doi: 10.1007/s11783-008-0061-5

摘要： Both natural and human factors contributing to desertification were examined to understand the driving mechanisms of the desertification process in Zhalute Banner, Inner Mongolia of China. The coefficient of variation () and climate departure index () were calculated to examine the fluctuations and trends of inter-annual variations of temperature and precipitation; TM remote sensing data was extracted to obtain the sandy land area; linear regression analysis was used to analyze climate changes and the socio-economic evolution over the years, and it was also used to standardize the variables, which included annual temperature, annual precipitation, human population, and livestock number, in order to measure the difference in the rate of change between climate and anthropogenic factors. The results showed that there was a rise of about 1.6°C in temperature but no significant change in precipitation from 1961 to 2000, which indicated a short-term climatic trend toward aridity in this area, a condition necessary for desertification. The fraction of precipitation in spring tended to increase whilst the fraction in autumn and winter decreased. Both the human population and livestock population had tripled and the cultivated area had doubled from 1961 to 2000, suggesting that socio-economic factors might have contributed more significantly to the desertification. Between 1988 and 1997, the sandy land area increased by 12.5%, nearly 2.4 times in the farming section. It could be concluded that the driving mechanisms of the desertification processes in Zhalute banner are mainly the policy of cropland expansion and the rising populations of humans and their livestock, which has affected the land use pattern in the past decades.

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Model test of stone columns as liquefaction countermeasure in sandy soils

Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN

《结构与土木工程前沿（英文）》 2016年第10卷第4期页码 481-487 doi: 10.1007/s11709-016-0355-9

摘要： The shaking table model test was conducted to investigate earthquake resistant behavior of stone columns under the intensity of an earthquake resistance of buildings is VIII. The test results show that when acceleration is less than 0.20 g, composite foundation is not liquefied, settlement is also small and pile dislocation is not observed; when acceleration is 0.3g, ground outside embankment’s slope toe is liquefied and ground within stone column composite foundation is not. It is suggesting that reinforcement scale of stone column foundation should be widened properly. The designed stone column composite foundation meets the requirements for seismic resistance.

关键词： stone column composite foundation seismic liquefaction shaking table test

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富水砂卵石地层盾构隧道施工泥浆的研究与应用

邓亨义,徐雪莹,陈明娟

《中国工程科学》 2010年第12卷第12期页码 79-82

摘要：

针对北京站至北京西站地下直径线工程泥水盾构施工，通过对泥浆性能研制的配比试验，提出了砂卵石条件下的最佳泥浆配比，提高并改善了泥浆的成形质量与速度，确保了环境要求。对类似工程有一定的借鉴作用。

关键词：泥水盾构砂卵石地层泥浆配合比

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Climate change and sandy land development in Qinghai Lake Watershed, China

SUN Yongliang, LI Xiaoyan, LIU Lianyou, XU Heye, ZHANG Dengshan

《环境科学与工程前沿（英文）》 2008年第2卷第3期页码 340-348 doi: 10.1007/s11783-008-0045-5

摘要： The Qinghai Lake Watershed, containing the largest saline lake in northwest of China, has suffered from severe sandy land development in recent years. This paper analyzes its daily precipitation, temperature, and wind from 1958 to 2001, and the spatial and temporal distributions of sandy land through the interpretation of remote sensing images covering four years (1977, 1987, 2000, and 2004). Results showed that since the middle of the 1960s, the daily precipitation () of 0 < ≤ 5 mm decreased, while the > 20 mm increased significantly ( < 0.05) in their annual total amounts and days. The maximum daily precipitation also increased significantly. Both the maximum dry spell and the total dry spell of more than ten days had a significant upward trend. Since the beginning of the 1960s, all the extremely high, extremely low and mean temperatures increased significantly ( < 0.01), at a rate of 0.1°C/10a, 0.2°C/10a, and 0.2°C/10a, respectively. The days with extremely high temperature had a significant upward trend, while the days with extremely low temperature had a significant downward trend. The Qinghai Lake was significantly shrinking ( < 0.01) and provided abundant sediments for Aeolian erosion. The NNW wind prevailed in the watershed, and the largest scale wind was from the west and concentrated on the dry months. As a result, the sandy land was mainly born on the east bank of Qinghai Lake. The total sandy land area in the watershed had grown from 587.4 km, 660.7 km, 697.6 km to 805.8 km, accordingly, its area percentage growing from 2.0%, 2.2%, 2.4% to 2.7%, respectively.

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大埋深富水砂卵石地层泥水盾构带压换刀及动火焊接技术

程明亮,何峰,吕传田

《中国工程科学》 2010年第12卷第12期页码 46-50

摘要：

通过北京铁路地下直径线工程盾构施工实践经验，总结了大埋深富水砂卵石地层泥水盾构施工中带压换刀技术以及特殊情况下的带压动火焊接技术。带压换刀的技术主要有两个方面:一是选择合理换刀地点及进舱工作压力，保证掌子面土体的稳定；二是进行开挖舱高浓度泥浆的置换和中盾高浓度泥浆的注入，有效地防止了气体的逃逸。在施工中成功实现了带压进舱250余次，工作压力从0.9 bar (1 bar=100 kPa)增加到2.8 bar，未发生任何安全事故。

关键词：泥水盾构砂卵石地层富水地层带压换刀焊接

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富水砂卵石地层大直径泥水盾构施工地表沉降规律

赵宝华,胡曦波,张兵,李文俊

《中国工程科学》 2010年第12卷第12期页码 94-97

摘要：

北京地下直径线工程位于富水砂卵石地层中，穿越诸多建（构）筑物。通过实际监测结果分析，总结掘进参数与地表沉降之间的规律及隧道周围重要建筑物的变形规律，经与类似工程比较后发现本工程在变形控制上有很大的成效。

关键词：富水砂卵石大直径泥水盾构沉降规律

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砂质边坡安全保障新技术研究

牛笑笛,杨广庆,刘伟超

《中国工程科学》 2017年第19卷第6期页码 86-91 doi: 10.15302/J-SSCAE-2017.06.013

摘要：

砂质边坡稳定性差，常规防护措施的防护效果较差。为了有效地对砂质边坡进行防护，笔者研制了一种新型固砂剂——TD–1。为了验证TD–1的固砂效果，笔者进行了配比优化试验、渗透试验、干湿循环试验和现场试验。试验结果表明：在磷酸硅、硅酸锂、硅溶胶掺入比例相同的条件下，固砂试样的强度随钾水玻璃模数的增加而增大；钾水玻璃的最佳添加量为固化砂质量的3%；加入改性剂的试样，强度有明显的增长；使用低模数钾水玻璃的试样，渗透能力相对更好；随着干湿循环次数的增加，试样的强度逐渐下降，经过3次循环之后，试样的强度基本趋于稳定。TD–1固砂剂还可与客土喷播技术结合使用，进行边坡绿化防护，固化产物有利于植物生长。

关键词：砂质边坡固砂剂室内试验现场试验

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富水砂卵石地层中大直径泥水盾构同步注浆技术

张长强,翟志国,陈明娟,金仲祥

《中国工程科学》 2010年第12卷第12期页码 75-78

摘要：

通过统计分析盾构掘进相关技术资料，综合考虑富水砂卵石地层中泥水盾构掘进参数、泥浆参数、盾构姿态、地层变形机理等信息，确定泥水盾构在砂卵石地层中掘进时，同步注浆主要技术参数间的经验公式，指导类似工程施工。

关键词：砂卵石地层泥水盾构同步注浆施工技术

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Electromagnetic induction mapping at varied soil moisture reveals field-scale soil textural patterns

Hiruy ABDU, David A. ROBINSON, Janis BOETTINGER, Scott B. JONES

《农业科学与工程前沿（英文）》 2017年第4卷第2期页码 135-145 doi: 10.15302/J-FASE-2017143

摘要： Knowledge of the spatial distribution of soil textural properties is important for determining soil moisture storage and soil hydraulic transport properties. Capturing field heterogeneity without exhaustive sampling and costly sample analysis is difficult. Our objective was to employ electromagnetic induction (EMI) mapping in low apparent electrical conductivity (EC ) soils at varying soil water contents to capture time invariant properties such as soil texture. Georeferenced EC measurements were taken using a ground conductivity meter on six different days where volumetric water content ( ) varied from 0.11 to 0.23. The 50 m × 50 m field included a subsurface gravelly patch in an otherwise homogeneous silt-loam alluvial soil. Ordinary block kriging predicted EC at unsampled areas to produce 1-m resolution maps. Temporal stability analysis was used to divide the field into three distinct EC regions. Subsequent ground-truthing confirmed the lowest conductivity region correlated with coarse textured soil parent materials associated with a former high-energy alluvial depositional area. Combining maps using temporal stability analysis gives the clearest image of the textural difference. These maps could be informative for modeling, experimental design, sensor placement and targeted zone management strategies in soil science, ecology, hydrology, and agricultural applications.

关键词： soil electrical conductivity soil texture mapping temporal stability analysis