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Hydraulic characteristics and vegetation performance of the Yellow River sediment modified by biochar 生物炭改良的黄河泥沙水力特征和植被性能
Pub Date : 2024-01-13 DOI: 10.1016/j.bgtech.2024.100070
Baoyong Liu , Mingji Liao , Yong Wan , Xingxing He , Dongli Wang

The Yellow River sediment (YRS) is an important potential soil resource for the mine land reclamation and ecological restoration in the arid regions of northern China. However, it has the shortcomings of poor water-holding capacity and needs to be modified urgently. Therefore, two types of biochar, namely rice husk biochar (RHB) and coconut shell biochar (CSB), were utilized in this study to modify the YRS and compared with rice husk ash (RHA). Some engineering properties of the modified YRS (MYRS), including pore structure, water retention, permeability, and vegetation performance, were investigated by considering the effects of biochar types and dosages. Results showed that the addition of the three materials decreased the bulk density of the YRS and increased the volume of extremely micro pore (d<0.3 µm), as well as the effective porosity and capillary porosity, thus contributed to an increase in the water-holding capacity of the sediment. Among the three conditioners, RHB is optimal choice for improving the water-holding capacity of YRS. Furthermore, the effect becomes more pronounced with increasing application rates. With the addition of the three materials, the permeability coefficients of MYRS gradually decreased, while the water retention rate during evaporation significantly increased. The pot experiment showed that the three conditioners all had significant promoting effect on the growth of oats. In particular, compared to plain soil, the total biomass of oats grown for 21 days increased by 17.46%, 32.14%, and 49.60% after adding 2%, 4%, and 8% RHB, respectively. This study introduces a new approach for using YRS as planting soil in arid and semi-arid areas of China to facilitate mine ecological restoration.

黄河泥沙(YRS)是中国北方干旱地区矿山土地复垦和生态恢复的重要潜在土壤资源。然而,黄河泥具有保水能力差的缺点,亟待改造。因此,本研究利用两种生物炭,即稻壳生物炭(RHB)和椰壳生物炭(CSB)来改良 YRS,并与稻壳灰(RHA)进行了比较。通过考虑生物炭类型和用量的影响,研究了改性 YRS(MYRS)的一些工程特性,包括孔隙结构、保水性、渗透性和植被性能。结果表明,三种材料的添加降低了 YRS 的体积密度,增加了极微小孔隙(d<0.3 µm)的体积以及有效孔隙率和毛细孔率,从而提高了沉积物的持水能力。在三种调节剂中,RHB 是提高 YRS 持水能力的最佳选择。此外,随着施用量的增加,效果会更加明显。添加这三种材料后,MYRS 的渗透系数逐渐降低,而蒸发时的保水率则显著提高。盆栽实验表明,三种调节剂对燕麦的生长都有显著的促进作用。其中,与普通土壤相比,添加 2%、4% 和 8% 的 RHB 后,燕麦生长 21 天的总生物量分别增加了 17.46%、32.14% 和 49.60%。这项研究为在中国干旱和半干旱地区使用YRS作为种植土促进矿山生态恢复提供了一种新方法。
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引用次数: 0
Laboratory testing on cracking characteristics and improvement mechanism of coral mud 珊瑚泥开裂特性和改善机理的实验室测试
Pub Date : 2024-01-09 DOI: 10.1016/j.bgtech.2024.100069
Huaqiang Fang, Xuanming Ding, Yifu Li, Hong Wang, Junyu Ren

In recent years, the development and construction of island reefs have been flourishing. Due to the remoteness of island reefs from the mainland, the scarcity of building materials, and the high transportation costs, it is imperative to use local marine resources, and the potential value and status of coral mud on island reefs, which is formed by the remains of corals and other biological entities, is becoming increasingly prominent. Utilization and optimization of natural resources on island reefs have become a brand-new research direction and challenge. This article mainly focuses on the development of a new type of green engineering material, coral mud, for use in building surface layers. Thickness effects, PVA fiber (vinylon staple fiber) modification, and HPMC (Hydroxypropyl Methyl Cellulose) adhesive modification are taken into consideration. Through laboratory tests and image processing technology, fractal theory, and electron microscopy experiments, the macro-meso-microscopic multi-scale cracking rules of the coral mud surface layer and the optimization modification rules of PVA fibers and HPMC adhesives are revealed. The results demonstrate that the performance of the coral mud surface layer is superior to that of the kaolin surface layer, and the 10 mm thickness performs better than the 5 mm and 20 mm thicknesses. As the thickness of the coral mud surface layer increases, the contact between coral mud particles becomes denser, the scale of surface micro-cracks decreases, and the number of micro-pores decreases. PVA fibers can effectively inhibit the further development of macro and micro cracks and play a good bridging role. There is a bonding and adhesion relationship between coral mud and PVA fibers, and they have a good synergistic effect in inhibiting macro and mesoscopic cracks. With the increase in HPMC adhesive content, the number of micro-cracks and the scale of micro-cracks decrease accordingly, and the structure and performance of the coral mud surface layer are further improved. Overall, PVA fibers are more effective than HPMC adhesives in inhibiting the cracking of the coral mud surface layer. This provides valuable guidance for the development and application of coral mud in wall surface materials.

近年来,岛礁开发建设方兴未艾。由于岛礁远离大陆、建筑材料匮乏、运输成本高等原因,利用当地海洋资源势在必行,由珊瑚等生物实体遗骸形成的岛礁珊瑚泥的潜在价值和地位日益凸显。岛礁自然资源的利用和优化成为一个全新的研究方向和挑战。本文主要介绍一种新型绿色工程材料--珊瑚泥在建筑表层中的应用。研究考虑了厚度效应、PVA 纤维(维纶短纤维)改性和 HPMC(羟丙基甲基纤维素)粘合剂改性。通过实验室测试和图像处理技术、分形理论和电子显微镜实验,揭示了珊瑚泥表层的宏观-机理-微观多尺度开裂规律以及 PVA 纤维和 HPMC 粘合剂的优化改性规律。结果表明,珊瑚泥表层的性能优于高岭土表层,10 毫米厚度的珊瑚泥表层的性能优于 5 毫米和 20 毫米厚度的珊瑚泥表层。随着珊瑚泥表层厚度的增加,珊瑚泥颗粒之间的接触变得更加致密,表面微裂纹的尺度减小,微孔数量减少。PVA 纤维能有效抑制宏观和微观裂缝的进一步发展,起到良好的桥接作用。珊瑚泥和 PVA 纤维之间存在着粘结和附着关系,它们在抑制宏观和中观裂缝方面具有良好的协同作用。随着 HPMC 粘合剂含量的增加,微裂纹的数量和尺度也相应减少,珊瑚泥表层的结构和性能得到进一步改善。总体而言,在抑制珊瑚泥表层开裂方面,PVA 纤维比 HPMC 粘合剂更有效。这为珊瑚泥在墙面材料中的开发和应用提供了宝贵的指导。
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引用次数: 0
Triaxial compression test of MICP sand column and simulation of failure process MICP 砂柱的三轴压缩试验和破坏过程模拟
Pub Date : 2024-01-01 DOI: 10.1016/j.bgtech.2024.100071
Siriguleng Bai, Kai Li, Tala, Chi Li
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引用次数: 0
Effects of layer thickness on desiccation cracking behaviour of a vegetated soil 土层厚度对植被土壤干燥开裂行为的影响
Pub Date : 2023-12-26 DOI: 10.1016/j.bgtech.2023.100068
Congying Li , Qing Cheng , Chaosheng Tang , Yingdong Gu , Lingxin Cui , Haowen Guo

The objective of this study is to explore how different layer thicknesses affect the desiccation cracking behaviour of vegetated soil. During the experiment, an electronic balance was employed to quantify water evaporation, while a digital camera was utilized to capture the initiation and progression of soil surface cracking. Results indicate that in the early drying process, the rate of evapotranspiration in vegetated soil correlates positively with leaf biomass. For soil samples with the same layer thickness, the constant rate stage duration is consistently shorter in vegetated soil samples than in their bare soil counterparts. As the layer thickness increases, both vegetated and bare soil samples crack at higher water content. However, vegetated soil samples crack at lower water content than their bare soil counterparts. Vegetation significantly reduces the soil surface crack ratio and improves the soil crack resistance. The crack reduction ratio is positively correlated with both root weight and length density. In thicker vegetated soil layers, the final surface crack length noticeably declines.

本研究的目的是探索不同的土层厚度如何影响植被土壤的干燥开裂行为。在实验过程中,使用电子天平对水分蒸发进行量化,同时使用数码相机捕捉土壤表面开裂的开始和发展过程。结果表明,在早期干燥过程中,植被土壤的蒸发率与叶片生物量呈正相关。在相同土层厚度的土壤样本中,植被土壤样本的恒定速率阶段持续时间始终短于裸露土壤样本。随着土层厚度的增加,植被土壤样本和裸露土壤样本都会在含水量较高时开裂。然而,植被土壤样本在含水量较低时就会比裸露土壤样本开裂。植被大大降低了土壤表面的裂缝率,提高了土壤的抗裂性。裂缝减少率与根重和长度密度呈正相关。在较厚的植被土层中,最终表面裂缝长度明显减少。
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引用次数: 0
Soil bioengineering using vegetation under climate change 气候变化下的植被土壤生物工程
Pub Date : 2023-12-22 DOI: 10.1016/j.bgtech.2023.100067
Junjun Ni, Yang Xiao, Jinquan Shi, Jieling He
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引用次数: 0
Fluor-silane modified nano-calcium carbonate (CaCO3) as a hydrophobic coating for the conservation of sandstone via bio-inspired design 通过生物启发设计,将氟硅烷修饰的纳米碳酸钙(CaCO3)作为保护砂岩的疏水涂层
Pub Date : 2023-12-22 DOI: 10.1016/j.bgtech.2023.100064
Ye Wang, Wenxin Xiao, Danqian Wang, Jingfeng Wang

Ancient cultural relics built of red sandstone have high historical value. However, due to the acceleration of the industrialization process of human civilization, increasingly frequent acid rain has caused irreversible damage to the surface of red sandstone artifacts. In this research, a fluor-silane modified nano-calcium carbonate (CaCO3) was prepared as a biomimetic hydrophobic coating for the conservation of red sandstone inspired by the lotus leaf effect. Characterizations and immersion tests were carried out to assess the protective properties of the coating. XRD, FT-IR, TEM and SEM were combined to characterize the morphology of the coating. In addition, the water contact angle was measured before and after immersion in the simulated acid rain. The results indicate that this kind of hydrophobic nano-CaCO3 coating effectively protected the sandstone from the deleterious effects of acid rain.

用红砂岩建造的古代文物具有很高的历史价值。然而,由于人类文明工业化进程的加快,日益频繁的酸雨对红砂岩文物表面造成了不可逆转的破坏。本研究受荷叶效应的启发,制备了一种氟硅烷修饰的纳米碳酸钙(CaCO3),作为保护红砂岩的仿生物疏水涂层。为了评估涂层的保护性能,对其进行了表征和浸泡试验。结合 XRD、FT-IR、TEM 和 SEM 对涂层的形态进行了表征。此外,还测量了在模拟酸雨中浸泡前后的水接触角。结果表明,这种疏水纳米 CaCO3 涂层能有效保护砂岩免受酸雨的有害影响。
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引用次数: 0
Hydraulic characteristics and incubation methods for enhancing durability of Fungi- Mycelium treated silica sand using Rhizopus oligosporus and Rhizopus oryzae combination 利用少孢根瘤菌(Rhizopus oligosporus)和根瘤菌(Rhizopus oryzae)组合提高真菌-菌丝处理硅砂耐久性的水力特性和培养方法
Pub Date : 2023-12-21 DOI: 10.1016/j.bgtech.2023.100066
Aswin Lim , Jonathan Yosuardi Sunaryo , Martin Wijaya , Alfrendo Satyanaga , Anastasia Prima Kristijarti

Nowadays, the application of Fungi as a bio-mediated soil improvement technique is developing. The hydraulic properties of Rhizopus Fungi-Mycelium Treated Soil are unknown, and the treated sample tends to have low durability. This article presents experimental results on the hydraulic conductivity and shear strength of Fungi-mycelium-treated silica sand. The fungi used in the experiments are a combination of Rhizopus oligosporus and Rhizopus oryzae, which are popular for making Tempeh, a local soybean cuisine from Indonesia. The samples were prepared by mixing the sand with Tempeh inoculum at various treatments and Tempe inoculum and rice flour dosages for enhancing the durability of the treated soil. The results showed that the saturated permeability of the treated soil could be reduced by about 10 times compared to the untreated soil. In addition, the Soil-Water Characteristic Curve of the treated soil also developed. The effect of the fungi appears to fill the void of soil and hence increases the Air Entry Value and residual suction of soil. The curing method outside the mold (O-method) with 10% Tempeh inoculum, and 5% Tempeh inoculum with 5% rice flour is proven can extend the durability of the treated sample, the undrained compressive strength is about 40 kPa on day 14. Scanning electron microscope was performed on the samples, which lasted for 4 months. The mycelium and hyphae are still clearly seen covering all sand particles with different percentages of Tempeh inoculum and rice flour. When the mycelium covered all the sand particles and filled the pores, the water flow was partially blocked. It might be attributed to the strong hydrophobicity of the fungi, which could prevent water from penetrating the soil.

如今,真菌作为生物媒介土壤改良技术的应用正在不断发展。真菌菌丝体处理土壤的水力特性尚不清楚,而且处理后的样品往往耐久性较低。本文介绍了真菌菌丝体处理硅砂的水力传导性和剪切强度的实验结果。实验中使用的真菌是寡孢根瘤菌(Rhizopus oligosporus)和根瘤菌(Rhizopus oryzae)的组合。样品是通过将沙子与豆豉接种体混合制备而成的,豆豉接种体和米粉的用量各不相同,目的是提高处理后土壤的耐久性。结果表明,与未处理的土壤相比,处理后土壤的饱和渗透性降低了约 10 倍。此外,处理过的土壤的土壤-水特性曲线也有所发展。真菌的作用似乎是填补了土壤的空隙,从而增加了土壤的空气进入值和剩余吸力。事实证明,用 10%的豆豉接种体和 5%的豆豉接种体加 5%的米粉进行模外固化(O-方法)可以延长处理样品的耐久性,第 14 天的排水抗压强度约为 40 kPa。对持续 4 个月的样品进行了扫描电子显微镜观察。在不同比例的淡豆豉接种物和米粉中,仍然可以清楚地看到菌丝和菌丝体覆盖了所有沙粒。当菌丝覆盖了所有沙粒并填满了孔隙时,水流被部分阻断。这可能是因为真菌具有很强的疏水性,可以阻止水渗入土壤。
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引用次数: 0
Stress sensitivity of permeability in high-permeability sandstone sealed with microbially-induced calcium carbonate precipitation 微生物诱导碳酸钙沉淀封存的高渗透性砂岩渗透性的应力敏感性
Pub Date : 2023-12-21 DOI: 10.1016/j.bgtech.2023.100063
Chenpeng Song , Derek Elsworth

Microbially induced carbonate precipitation (MICP) catalyzed by S. pasteurii has attracted considerable attention as a bio-cement that can both strengthen and seal geomaterials. We investigate the stress sensitivity of permeability reduction for the initially high-permeability Berea sandstone (initial permeability ∼110 mD) under various durations of MICP-grouting treatment. The results indicate that after 2, 4, 6, 8 and 10 cycles of MICP-grouting, the permeabilities decrease incrementally by 87.9%, 60.9%, 38.8%, 17.3%, and then 5.4% compared to the pre-grouting condition. With increasing the duration of MICP-grouting, the sensitivity of permeability to changes in stress gradually decreases and becomes less hysteretic. This stress sensitivity of permeability is well represented by a power-law relationship with the coefficients representing three contrasting phases: an initial slow reduction, followed by a rapid drop, culminating in an asymptotic response. This variation behavior is closely related to the movement and dislocation of the quartz framework, which is controlled by the intergranular bio-cementation strength. Imaging by scanning electron microscopy (SEM) reveals the evolution of the stress sensitivity to permeability associated with the evolving microstructures after MICP-grouting. The initial precipitates of CaCO3 are dispersed on the surfaces of the quartz framework and occupy the pore space, which is initially limited in controlling and reducing the displacement between particles. As the precipitates continuously accumulate, the intergranular slot-shaped pore spaces are initially bonded by bio-CaCO3, with the bonding strength progressively enhanced with the expanding volume of bio-cementation. At this stage, the intergranular movement and dislocation caused by compaction are reduced, and the stress sensitivity of the permeability is significantly reduced. As these slot-shaped pore spaces are progressively filled by the bio-cement, the movement and dislocation caused by compaction become negligible and thus the stress sensitivity of permeability is minimized.

巴氏杆菌催化的微生物诱导碳酸盐沉淀(MICP)作为一种既能加固又能密封土工材料的生物水泥引起了广泛关注。我们研究了最初高渗透性的贝里亚砂岩(初始渗透性∼110 mD)在不同持续时间的 MICP 灌浆处理下渗透性降低的应力敏感性。结果表明,与灌浆前相比,经过 2、4、6、8 和 10 个周期的 MICP 灌浆后,渗透率分别下降了 87.9%、60.9%、38.8%、17.3% 和 5.4%。随着 MICP 灌浆时间的延长,渗透率对应力变化的敏感性逐渐降低,滞后性减弱。渗透率的这种应力敏感性很好地体现了一种幂律关系,其系数代表了三个不同的阶段:最初是缓慢降低,随后是快速下降,最后是渐近响应。这种变化行为与石英骨架的运动和位错密切相关,而石英骨架的运动和位错又受晶间生物咬合强度的控制。扫描电子显微镜(SEM)成像揭示了 MICP 灌浆后与微结构演变相关的应力敏感性对渗透性的演变。最初的 CaCO3 沉淀物分散在石英框架表面,占据了孔隙空间,这在控制和减少颗粒间位移方面最初是有限的。随着沉淀物的不断积累,粒间槽形孔隙最初由生物 CaCO3 粘结,随着生物固结体积的扩大,粘结强度逐渐增强。在这一阶段,压实引起的晶间移动和位错减少,渗透率的应力敏感性显著降低。随着这些槽形孔隙逐渐被生物水泥填满,压实引起的移动和错位变得可以忽略不计,从而使渗透性的应力敏感性降到最低。
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引用次数: 0
Effect analysis of biomineralization for solidifying desert sands 固化沙漠砂的生物矿化效应分析
Pub Date : 2023-12-10 DOI: 10.1016/j.bgtech.2023.100065
Linchang Miao, Hengxing Wang, Xiaohao Sun, Linyu Wu, Guangcai Fan

The sand-dust weather has become an environmental hazard in the world. However, it is still a challenge to control sandstorms and decrease sand-dust weather. The biomineralization technology for solidifying desert sands has been developed as a novel method in recent years. In this study, the wind erosion tests and verification tests of the sand solidification system were conducted via a series of laboratory experiments. The effects of sand barriers, injecting volume and concentration of the biochemical solution in the sandstorm protection were studied. Moreover, a field test of 60,000 square metres was conducted in the solidification area on both sides of the Wuma Highway in the Tengri Desert. The biomineralization technique was used to solidify sand to prevent the wind from blowing quicksand onto the newly built highway and causing accidents. Results demonstrated that the biomineralization sand solidification method had a good solidification ==effect, improved the survival rate, and promoted the growth of plants in the desert. This innovative biomineralization technology is an environmentally responsible technology to control sandstorm disasters.

沙尘天气已成为世界环境公害。然而,如何控制沙尘暴、减少沙尘天气仍是一个难题。近年来,沙漠固沙的生物矿化技术作为一种新方法得到了发展。本研究通过一系列实验室实验,对固沙系统进行了风蚀试验和验证试验。研究了沙障、注入量和生化溶液浓度对防风固沙的影响。此外,还在腾格里沙漠乌马公路两侧的固沙区进行了 60,000 平方米的实地试验。采用生物矿化技术固沙,以防止大风将流沙吹到新建的公路上造成事故。结果表明,生物矿化固沙法具有良好的固沙==效应,提高了成活率,促进了沙漠中植物的生长。这种创新的生物矿化技术是一种对环境负责的控制沙尘暴灾害的技术。
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引用次数: 0
Decoding vegetation's role in landslide susceptibility mapping: An integrated review of techniques and future directions 解码植被在滑坡易发性绘图中的作用:技术综合评述与未来方向
Pub Date : 2023-11-29 DOI: 10.1016/j.bgtech.2023.100056
Yangyang Li , Wenhui Duan

Rainfall-induced landslides, exacerbated by climate change, require urgent attention to identify vulnerable regions and propose effective risk mitigation measures. Extensive research underscores the significant impact of vegetation on soil properties and slope stability, emphasizing the necessity to incorporate vegetation effects into regional landslide susceptibility mapping. This review thoroughly examines research integrating vegetation into landslide susceptibility mapping, encompassing qualitative, semi-quantitative, and quantitative forecasting methods. It highlights the importance of incorporating vegetation aspects into these methods for comprehensive and accurate landslide susceptibility assessment. This review explores the diverse roles of vegetation in slope stability, covering both aggregated impacts and individual influences, including mechanical and hydrological effects on soil properties, as well as the implications of evapotranspiration and rainwater interception on slope stability. While aggregated roles are integrated into non-deterministic methods as input layers, individual roles are considered in deterministic methods. In the application of deterministic methods, it is noteworthy that a considerable number of studies primarily concentrate on the mechanical impact, particularly the reinforcement provided by root cohesion. The review also explores limitations and highlights future research prospects. In the context of mapping landslide susceptibility amid changing climatic conditions, data-driven techniques encounter challenges, while deterministic methods present their advantages. Stressing the significance of hydrological impacts, the paper recommends incorporating vegetation influences on unsaturated soil properties, including the soil water characteristic curve and soil permeability, along with pre-wetting suction due to evapotranspiration and potential rainwater interception.

降雨引发的山体滑坡因气候变化而加剧,亟需关注,以确定易受影响的地区,并提出有效的风险缓解措施。大量研究强调了植被对土壤特性和边坡稳定性的重要影响,强调了将植被影响纳入区域滑坡易发性绘图的必要性。本综述全面考察了将植被纳入滑坡易发性绘图的研究,包括定性、半定量和定量预测方法。综述强调了将植被因素纳入这些方法对于全面、准确地评估滑坡易发性的重要性。这篇综述探讨了植被在边坡稳定性方面的各种作用,包括总体影响和个体影响,包括对土壤特性的机械和水文影响,以及蒸散和雨水截流对边坡稳定性的影响。总体作用作为输入层被纳入非确定性方法,而个体作用则在确定性方法中加以考虑。值得注意的是,在确定性方法的应用中,相当多的研究主要集中在机械影响上,特别是根系内聚力提供的加固作用。综述还探讨了局限性,并强调了未来的研究前景。在绘制不断变化的气候条件下的滑坡易发性地图方面,数据驱动技术遇到了挑战,而确定性方法则具有优势。论文强调了水文影响的重要性,建议纳入植被对非饱和土壤特性的影响,包括土壤水特征曲线和土壤渗透性,以及蒸散和潜在雨水截流造成的预湿吸力。
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引用次数: 0
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Biogeotechnics
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