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Infiltration characteristics of non-aqueous phase liquids in undisturbed loessal soil cores 被引量:13
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作者 WANG Yunqiang SHAO Ming'an 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2009年第10期1424-1431,共8页
The widespread contamination of soils and aquifers by non-aqueous phase liquids (NAPL), such as crude oil, poses serious environmental and health hazards globally. Understanding the infiltration characteristics of N... The widespread contamination of soils and aquifers by non-aqueous phase liquids (NAPL), such as crude oil, poses serious environmental and health hazards globally. Understanding the infiltration characteristics of NAPL in soil is crucial in mitigating or remediating soil contamination. The infiltration characteristics of crude and diesel oils into undisturbed loessal soil cores, collected in polymethyl methacrylate cylindrical columns, were investigated under a constant fluid head (3 era) of either crude oil or diesel oil. The infiltration rate of both crude and diesel oils decreased exponentially as wetting depth increased with time. Soil core size and bulk density both had significant effects on NAPL infiltration through the undisturbed soil cores; a smaller core size or a greater bulk density could reduce oil penetration to depth. Compacting soil in areas susceptible to oil spills may be an effective stratage to reduce contamination. The infiltration of NAPL into soil cores was spatially anisotropic and heterogeneous, thus recording the data at four points on the soil core is a good stratage to improve the accuracy of experimental results. Our results revealed that crude and diesel oils, rather than their components, have a practical value for remediation of contaminated loessal soils. 展开更多
关键词 crude oil diesel oil soil compaction soil core sample size the Loess Plateau of China
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Vertical distribution of rare earth elements in a wetland soil core from the Sanjiang Plain in China 被引量:7
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作者 程红光 郝芳华 +3 位作者 欧阳威 刘少卿 林春野 杨文静 《Journal of Rare Earths》 SCIE EI CAS CSCD 2012年第7期731-738,共8页
The objective of this study was to investigate the vertical distribution of rare earth elements (REEs) in a natural wetland soil core to understand the influence of natural and anthropogenic activities on geochemica... The objective of this study was to investigate the vertical distribution of rare earth elements (REEs) in a natural wetland soil core to understand the influence of natural and anthropogenic activities on geochemical behavior of REEs. A natural wetland soil core of 95 cm was collected from the Sanjiang Plain in China and sliced into 5 cm slices for analyses of REEs, Fe, Al, Mn, Sc, Y, and soil organic matter (SOM). Results indicated that SOM was accumulated in the upper part of the soil core (0 to 20 cm depth), while Fe and Mn was reductively leached from the upper part of the soil core and accumulated in the low part. The content of total REEs ranged from 137.9 to 225.9 mg/kg in the soil core. Content profiles obtained for all REEs were almost identical except for Ce. The highest contents of REEs generally occurred at about 20 cm depth, but enrichment factor (EF) of REEs except Ce was usually the highest in the surface horizon. Average EF ranged from 1.1 for La to 2.1 for Gd. The pronounced shift in EF occurred at about 40 cm depth and it gradually increased from 40 cm depth to surface (except for Ce), probably suggesting anthropogenic atmospheric deposition of REEs. In comparison with chondrite, Eu was depleted in all horizons, while Ce was negatively anomalous in the top horizons and positively anomalous in the bottom horizons. This positive anomaly of Ce in the bottom horizons was due to its preferential adsorption on Fe and Mn oxides, relative to other REEs. Although both natural and anthropogenic activi-ties influence the geochemical behaviors of REEs in soils, enrichment or mobility of REEs is low in the natural wetland soil core of the San-jiang Plain. 展开更多
关键词 WETLAND soil core rare earth element DISTRIBUTION enrichment factor
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光碳核肥和牧草品种对沙珠玉地区土壤理化性质的影响
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作者 马建霞 吴晓卓 +2 位作者 谢惠春 耿贵工 乔枫 《安徽大学学报(自然科学版)》 北大核心 2026年第1期84-95,共12页
为探究光碳核肥和不同牧草对沙珠玉地区土壤理化性质的影响,笔者设置了不施肥(CK)、施肥600 kg·hm^(-2)(G1)、施肥750 kg·hm^(-2)(G2)3个光碳核肥浓度处理,分析不同处理下种植冷地早熟禾(Poa crymophila Keng)、高羊茅(Festuc... 为探究光碳核肥和不同牧草对沙珠玉地区土壤理化性质的影响,笔者设置了不施肥(CK)、施肥600 kg·hm^(-2)(G1)、施肥750 kg·hm^(-2)(G2)3个光碳核肥浓度处理,分析不同处理下种植冷地早熟禾(Poa crymophila Keng)、高羊茅(Festuca elata)、紫羊茅(Festuca rubra L.)、中华羊茅(Festuca sinensis)、披碱草(Elymus dahuricus Turcz)5种牧草的生物量及其对土壤理化性质的影响,检测不同牧草在沙珠玉地区的生长适应性,通过Pearson相关性和主成分分析揭示指标间的关联.与CK相比,在G1,G2处理下,高羊茅、紫羊茅和中华羊茅的土壤含水量显著增加.G1处理下,披碱草的土壤有机碳含量显著提高,紫羊茅的土壤全氮含量显著上升.G2处理下,高羊茅的土壤容重显著降低,高羊茅和紫羊茅的土壤有机碳含量显著提高,紫羊茅土壤的全氮和全磷含量显著上升;行距12 cm更有利于生物量的积累.研究结果表明G2处理下种植高羊茅和紫羊茅在改善土壤理化性质和提高生物量上表现突出,为沙珠玉地区土壤改良和生产力提升提供了依据. 展开更多
关键词 光碳核肥 禾本科牧草 土壤理化性质 沙珠玉地区
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From Crisis to Recovery: Addressing Hydrocarbon Pollution in Niger Delta Soils Treated with Pleurotus ostreatus and Eisenia fitida
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作者 Gift Evans Fubara Dokuboba Amachree +7 位作者 Ilemi Jennifer Soberekon Esther Omone Akhigbe Digha Opaminola Nicholas Akayinaboderi Augustus Eli Enyinnaya Okoro Igoniama Esau Gamage Ayibatonyo Markson Nathaniel Morufu Olalekan Raimi 《Open Journal of Yangtze Oil and Gas》 2025年第1期1-29,共29页
Rationale: The contamination of soil with crude oil poses significant environmental and ecological threats. Bioremediation, particularly through the use of organisms like Pleurotus ostreatus (mushroom) and Eisenia fet... Rationale: The contamination of soil with crude oil poses significant environmental and ecological threats. Bioremediation, particularly through the use of organisms like Pleurotus ostreatus (mushroom) and Eisenia fetida (earthworm), has emerged as a promising approach to mitigate crude oil pollution. Understanding the effectiveness of these organisms in reducing hydrocarbon levels in contaminated soil is crucial for devising sustainable remediation strategies. Objectives: This study aimed to evaluate the efficacy of Pleurotus ostreatus and Eisenia fetida in remediating crude oil-polluted soil. Specifically, it sought to assess the hydrocarbon profiles in soil treated with these organisms across varying concentrations of crude oil pollution. Method: Crude oil concentration levels ranging from 0% to 10% were applied to soil samples alongside control treatments, including soil only, soil with earthworms, and soil with mushrooms. Each treatment was replicated five times using a randomized complete block design. Standard methods were employed to determine the hydrocarbon contents of the soil. Results: The results indicated a significant increase (P Pleurotus ostreatus and Eisenia fetida exhibited noteworthy reductions in these hydrocarbon levels. At the three-month mark, mushrooms demonstrated a remarkable ability to reduce hydrocarbon content by 70% - 90% compared to the pollution treatment. In contrast, earthworms exhibited minimal potential for hydrocarbon reduction, particularly at both three and six-month intervals. For instance, TOC reduction reached a maximum of 96% with mushroom treatment and 85% with earthworm treatment at 5% crude oil pollution over six months. Conclusion: The findings highlight the effectiveness of Pleurotus ostreatus in significantly reducing hydrocarbon levels in crude oil-polluted soil compared to Eisenia fetida. Mushroom-treated soils consistently exhibited substantial reductions in TOC, TPH, TOG, PAH, and THC over the study period, suggesting their potential as a viable bioremediation agent. In contrast, while earthworms showed some capability in reducing hydrocarbon content, their effectiveness was comparatively limited. Recommendation: Based on the results, it is recommended to utilize Pleurotus ostreatus for the bioremediation of crude oil-polluted soils. Further research could explore optimizing remediation protocols involving mushroom-based treatments for enhanced efficiency. Statement of Significance: This study contributes valuable insights into the application of bioremediation techniques for mitigating crude oil contamination in soil. The demonstrated efficacy of Pleurotus ostreatus underscores its potential as a sustainable and eco-friendly solution for remediating hydrocarbon-polluted environments, offering a promising avenue for environmental restoration and conservation efforts. 展开更多
关键词 HYDROCARBON Crude Oil soil Pollution REMEDIATION Pleurotus ostreatus Eisenia fitida WETLAND core Niger Delta
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A Comparison of Five Different Techniques to Determine Hydraulic Conductivity of a Riparian Soil in North Bavaria, Germany
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作者 Edzard HANGEN Friedhelm VIETEN 《Pedosphere》 SCIE CAS CSCD 2018年第3期443-450,共8页
Soil saturated hydraulic conductivity(K_s) is a predominant input factor when forecasting the vertical transport of contaminants through the soil or when estimating the flood retention capacity of the soil. Displaceme... Soil saturated hydraulic conductivity(K_s) is a predominant input factor when forecasting the vertical transport of contaminants through the soil or when estimating the flood retention capacity of the soil. Displacement of contaminants in the soil over extended periods of time can be attributed mainly to matrix flow, whereas flow through macropores becomes significant under untypically wet conditions, e.g., during spills or rain storms. To obtain matrix conductivities for a soil, the effects of macropores should be excluded.However, the K_s values of a soil profile are unlikely to be reflected solely by pedotransfer tables based on soil texture and bulk density.In this study, we examined five different methods(pedotransfer table, soil core, borehole permeameter, particle-size distribution curve, and instantaneous profile) to determine K_s values for a mercury-contaminated riparian soil for subsequent simulation of longterm mercury displacement toward groundwater. We found that the determined K_s values increased in the following order: borehole permeameter < particle-size distribution curve < pedotransfer table < instantaneous profile < soil core. The instantaneous profile method yielded K_s values of matrix flow, which additionally reflected the structure-related features of K_s values as provided by the soil core method. Despite being labor intensive and requiring expensive field sensors, the instantaneous profile method may provide the best representative in-situ K_s values for the studied site. 展开更多
关键词 borehole permeameter contaminant transport Gleysol instantaneous profile method particle-size distribution curve pedotransfer table soil core
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Comparing Two Methods for Measuring Soil Bulk Density and Moisture Content 被引量:2
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作者 Jalal D. Jabro William B. Stevens William M. Iversen 《Open Journal of Soil Science》 2020年第6期233-243,共11页
<span style="font-family:Verdana;">Soil bulk density and moisture content are dynamic properties that vary with changes in soil and field conditions and have many agricultural, hydrological and environ... <span style="font-family:Verdana;">Soil bulk density and moisture content are dynamic properties that vary with changes in soil and field conditions and have many agricultural, hydrological and environmental implications. The main objective of this study was to compare between a soil core sampling method (core) and the CPN MC-3 Elite<span style="white-space:nowrap;"><sup>TM</sup></span> nuclear gauge method (radiation) for measuring bulk density (<span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span>) and volumetric moisture content (<span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span>) in a clay loam soil. Soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span> measurements were determined using the core and radiation methods at 0 - 10 and 10 - 20 cm soil depths. The mean values of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> obtained using the core method (1.454, 1.492 g<span style="color:#4F4F4F;font-family:" font-size:14px;white-space:normal;background-color:#f7f7f7;"="">·</span>cm<span style="white-space:nowrap;"><sup>&minus;3</sup></span>) were greater than those obtained using the radiation method (1.343, 1.476 g<span style="color:#4F4F4F;font-family:" font-size:14px;white-space:normal;background-color:#f7f7f7;"="">·</span>cm<span style="white-space:nowrap;"><sup>&minus;3</sup></span>) at the 0 - 10 and 10 - 20 cm depths, respectively. Mean <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span> values averaged across both depths (referred to as the 0 - 20 cm depth) measured by the core method were 4.47% and 22.74% greater, respectively, than those obtained by the radiation method. The coefficients of variation (CV) of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> values measured by the core method were lower than the CV values of those measured by the radiation method at both depths;however, the CV’s of <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> values for both methods were larger at the 0 - 10 cm depth than those measured at the 10 - 20 cm depth. Similarly, the CV values of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<sub>v</sub></i></span></span></i></span> values measured by the core method were lower than the CV values of those measured by the radiation method at both depths. There were significant differences between two methods in terms of <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<sub>v</sub></i></span></span></i></span>, with the core method generating greater values than the radiation method at the 0 - 20 cm depth. These discrepancies between the two methods could have resulted from soil compaction and soil disturbance caused by the core and radiation techniques, respectively, as well as by other sources of error. Nevertheless, the core sampling method is considered the most common one for measuring <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> for many agricultural, hydrological and environmental studies in most soils.</span> 展开更多
关键词 soil Bulk Density Moisture Content core Method Radiation Method
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A new perspective on functional redundancy and phylogenetic niche conservatism in soil microbial communities 被引量:3
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作者 Yu JIA Joann K.WHALEN 《Pedosphere》 SCIE CAS CSCD 2020年第1期18-24,共7页
Functional redundancy in soil microbial communities seems to contradict the notion that individual species have distinct metabolic niches in multi-species communities.All soil microbiota have the metabolic capacity fo... Functional redundancy in soil microbial communities seems to contradict the notion that individual species have distinct metabolic niches in multi-species communities.All soil microbiota have the metabolic capacity for"basic"functions(e.g.,respiration and nitrogen and phosphorus cycling),but only a few soil microbiota participate in"rare"functions(e.g.,methanogenesis and mineralization of recalcitrant organic pollutants).The objective of this perspective paper is to use the phylogenetic niche conservatism theory as an explanation for the functional redundancy of soil microbiota.Phylogenetic niche conservatism is defined as the tendency for lineages to retain ancestral functional characteristics through evolutionary time-scales.The present-day soil microbiota is the result of a community assembly process that started when prokaryotes first appeared on Earth.For billions of years,microbiota have retained a highly conserved set of core genes that control the essential redox and biogeochemical reactions for life on Earth.These genes are passed from microbe to microbe,which contributes to functional redundancy in soil microbiota at the planetary scale.The assembly of microbial communities during soil formation is consistent with phylogenetic niche conservatism.Within a specific soil,the heterogeneous matrix provides an infinite number of sets of diverse environmental conditions,i.e.,niches that lead to the divergence of microbial species.The phylogenetic niche conservatism theory predicts that two or more microbial species diverging from the same clade will have an overlap in their niches,implying that they are functionally redundant in some of their metabolic processes.The endogenous genetic factors that constrain the adaptation of individuals and,thus,populations to changing environmental conditions constitute the core process of phylogenetic niche conservatism.Furthermore,the degree of functional redundancy in a particular soil is proportional to the complexity of the considered function.We conclude with a conceptual model that identifies six patterns of functional redundancy in soil microbial communities,consistent with the phylogenetic niche conservatism theory. 展开更多
关键词 basic FUNCTION CONCEPTUAL model core gene environmental FACTOR genetic FACTOR NICHE OVERLAP rare FUNCTION soil BIODIVERSITY
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软土地区加芯搅拌桩竖向承载与破坏模式分析
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作者 刘维正 刘弟民 +1 位作者 雷陈鹏 顾慧 《中南大学学报(自然科学版)》 北大核心 2025年第10期4235-4249,共15页
为研究加芯搅拌桩(CCM桩)在软土地基中的竖向承载特性与破坏模式,建立加芯搅拌桩的三维数值模型,分析不同水泥土强度、芯长比以及含芯率对加芯搅拌桩单桩极限承载力的影响规律,并采用等效塑性应变确定加芯搅拌桩的破坏模式,分别建立芯长... 为研究加芯搅拌桩(CCM桩)在软土地基中的竖向承载特性与破坏模式,建立加芯搅拌桩的三维数值模型,分析不同水泥土强度、芯长比以及含芯率对加芯搅拌桩单桩极限承载力的影响规律,并采用等效塑性应变确定加芯搅拌桩的破坏模式,分别建立芯长比-水泥土强度-极限承载力、含芯率-水泥土强度-极限承载力之间的经验关系。研究结果表明:增大水泥土强度能够使荷载由芯桩向水泥土外桩转移,芯桩轴力沿桩身向下递减,而水泥土桩轴力先减后增,呈“C”字形变化;竖向荷载下CCM桩存在2种破坏模式,其中,一种是水泥土强度不足导致的桩体破坏,即短芯桩为芯桩末端压碎水泥土桩,等芯桩为桩顶水泥土桩被压碎而破坏,另一种是桩周土破坏,即复合桩刺入土体而破坏;增大水泥土外桩强度和芯桩直径、延长芯桩长度可使CCM桩由桩体破坏向桩周土破坏转变;对于短芯桩,最优芯桩长度主要取决于水泥土桩长度,最优水泥土强度则取决于芯桩长度和水泥土桩长度,对于10、12和15m这3种长度CCM桩,最优芯桩长度分别为9、10和13m,其最优水泥土强度分别为1.2、1.3和1.5MPa;对于等芯桩,最优芯桩直径则主要取决于水泥土桩长度,最优水泥土强度主要取决于芯桩直径和水泥土桩长度,对于10、12和15m这3种长度CCM桩,最优芯桩直径分别为800、700和600 mm,最优水泥土强度分别为1.0、1.2和1.5MPa。 展开更多
关键词 软土 加芯搅拌桩 极限承载力 等效塑性应变 破坏模式
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大坝核心土壤内部侵蚀敏感性试验研究
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作者 邵圣杰 刘杰 王闺臣 《大坝与安全》 2025年第4期56-60,共5页
本研究旨在评估岷江航电枢纽工程大坝核心土壤在受控渗流条件下的内部侵蚀敏感性。通过实验室试验分析土壤的岩土力学特性和分散性,以揭示其侵蚀脆弱性机制。基于测量结果和工程指南,对土壤进行分类和侵蚀敏感性评估。试验表明,试样尺... 本研究旨在评估岷江航电枢纽工程大坝核心土壤在受控渗流条件下的内部侵蚀敏感性。通过实验室试验分析土壤的岩土力学特性和分散性,以揭示其侵蚀脆弱性机制。基于测量结果和工程指南,对土壤进行分类和侵蚀敏感性评估。试验表明,试样尺寸显著影响侵蚀参数,不同单元间存在显著差异。尽管侵蚀系数值因试验单元而异,但根据工程准则分类,试验的三种土壤总体上属于相近的侵蚀类别。值得注意的是,黏土含量较低的土壤展现出更强的抗内部侵蚀能力。本研究为理解大坝核心土壤的内部侵蚀敏感性提供了重要依据,揭示了试样尺寸和黏土含量对侵蚀过程的关键影响。 展开更多
关键词 大坝 内部侵蚀 核心土壤 孔蚀试验 侵蚀敏感性 分散性
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芒康县曲孜卡乡通村公路隧道工程多种隧道开挖方法的运用 被引量:1
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作者 伍翔宇 《价值工程》 2025年第19期117-119,共3页
不同地形地质条件、不同类型大小洞室选择合适的开挖方式是保证工程质量、安全、进度以及经济合理的前提。本文通过在芒康县曲孜卡乡通村公路隧道工程(GX水电站辅助工程)施工中总结了西藏高原偏远地区、特殊地形地质条件、特殊人文环境... 不同地形地质条件、不同类型大小洞室选择合适的开挖方式是保证工程质量、安全、进度以及经济合理的前提。本文通过在芒康县曲孜卡乡通村公路隧道工程(GX水电站辅助工程)施工中总结了西藏高原偏远地区、特殊地形地质条件、特殊人文环境的多种隧道施工方法,可为后续类似工程隧道施工提供借鉴。本工程隧道开挖方法主要有环形开挖预留核心土法施工、上下台阶法施工、中导洞先贯通+二次扩挖法施工、支洞进洞施工、隧道全断面施工、TBM全断面施工、TBM导洞+二次扩挖法施工等方法。 展开更多
关键词 隧道 预留核心土 上下台阶 二次扩挖 TBM施工
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软岩大断面隧洞开挖支护施工技术 被引量:1
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作者 王松茂 《广东水利水电》 2025年第4期74-79,96,共7页
环北部湾广东水资源配置工程合江支洞为软岩大断面隧洞,围岩自稳性低,开挖坍塌风险高,设计要求开挖与二衬同步推进,施工难度大。文章论述了对Ⅳ类、Ⅴ类围岩分别采用两台阶法开挖+仰拱开挖、环形开挖预留核心土法+仰拱开挖的组合施工方... 环北部湾广东水资源配置工程合江支洞为软岩大断面隧洞,围岩自稳性低,开挖坍塌风险高,设计要求开挖与二衬同步推进,施工难度大。文章论述了对Ⅳ类、Ⅴ类围岩分别采用两台阶法开挖+仰拱开挖、环形开挖预留核心土法+仰拱开挖的组合施工方法,同时采用快速进行超前小导管支护、钢拱架与锚喷联合支护的施工方法和技术措施。结果表明,施工过程中围岩变形稳定可控。隧洞施工安全顺利完成,研究成果可为类似工程提供借鉴。 展开更多
关键词 软弱围岩 大断面隧洞 台阶法开挖 环形开挖预留核心土法 仰拱开挖 联合支护
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风积沙改良硫酸盐渍土微细观结构及渗流机制研究 被引量:1
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作者 刘润豪 王英 +3 位作者 张永志 刘吉林 史智伟 孙小雅 《中国农村水利水电》 北大核心 2025年第5期130-136,共7页
为探明风积沙改良硫酸盐渍土孔隙结构与渗透性的关系,基于CT扫描分析改良前后盐渍土的孔隙分布演化特征,提取孔隙网络模型开展渗流分析,基于孔隙分布表征参数拟合建立渗透率预测模型。研究结果表明,不同于原状样的稳定分布,掺沙样沿高... 为探明风积沙改良硫酸盐渍土孔隙结构与渗透性的关系,基于CT扫描分析改良前后盐渍土的孔隙分布演化特征,提取孔隙网络模型开展渗流分析,基于孔隙分布表征参数拟合建立渗透率预测模型。研究结果表明,不同于原状样的稳定分布,掺沙样沿高度方向分布的总孔隙率及连通率较原状样有显著降低,总孔隙率分布呈现“倒V字型”对称分布;改良硫酸盐渍土的渗透率随孔隙率及分形维数呈幂函数关系递增,连通孔隙率预测渗透率较于总孔隙率与渗透率的拟合精度更高,总孔隙率次之,分形维数与渗透率的相关性较低。 展开更多
关键词 盐渍土 掺沙改良 数字岩心 孔隙网络模型 渗透率
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特高砾石土心墙坝初次蓄水非稳定渗流特性分析
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作者 谭嘉蓉 沈振中 +2 位作者 王观琪 周剑 徐超群 《佳木斯大学学报(自然科学版)》 2025年第7期100-104,共5页
砾石土心墙坝初次蓄水后面临复杂的应力-渗流耦合效应,易引发心墙水力劈裂和坝基渗透失稳等风险。依托某300 m级特高砾石土心墙堆石坝工程,建立其三维饱和-非饱和渗流有限元数值分析模型,探究蓄水历时与速率对心墙坝渗流场分布规律及坝... 砾石土心墙坝初次蓄水后面临复杂的应力-渗流耦合效应,易引发心墙水力劈裂和坝基渗透失稳等风险。依托某300 m级特高砾石土心墙堆石坝工程,建立其三维饱和-非饱和渗流有限元数值分析模型,探究蓄水历时与速率对心墙坝渗流场分布规律及坝址区渗透稳定性的定量影响。研究结果表明:不同蓄水方案下,心墙防渗工作性态良好,水头削减率达90%以上;随蓄水历时增长,心墙上游渗透压力不断减小,而心墙内饱和区与孔隙水压力有所增大;随蓄水速率加快,心墙上游渗流等势线分布更加密集,心墙上游反滤层渗透坡降呈先增长后减小的变化趋势;对比不同蓄水方案,控制蓄水速率为1m/d可有效防止心墙水力劈裂。 展开更多
关键词 砾石土心墙坝 初次蓄水 饱和-非饱和渗流 渗透稳定
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多模式月壤取芯机器人的设计及性能分析
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作者 宋磊 张旭 +3 位作者 张国庆 高明忠 王耀辉 王畅 《机器人》 北大核心 2025年第6期753-764,共12页
现有的月壤采样机具工作模式单一,难以适应月表多样的地质条件。为此,本文创新设计了多模式月壤取芯机器人,集成直插式、冲击贯入式、单旋转式和旋转冲击式4种取芯模式,并能根据月表地质条件自由切换。首先,对机器人整体结构进行设计布... 现有的月壤采样机具工作模式单一,难以适应月表多样的地质条件。为此,本文创新设计了多模式月壤取芯机器人,集成直插式、冲击贯入式、单旋转式和旋转冲击式4种取芯模式,并能根据月表地质条件自由切换。首先,对机器人整体结构进行设计布局,再分析和优化冲击、旋转、取芯、升降和活动夹持等单元,最后开展各取芯模式的性能实验。结果显示,该机器人可自由切换4种模式;冲击贯入模式下取芯率随冲击频率先升后降,15 Hz为最优频率;单旋转模式下取芯率随转速提升先升高后平缓,且对模拟月壤样本层理结构破坏较大;旋转冲击模式在提升取芯率、缩短取芯时间、降低反扭矩方面优势显著。本文的月壤取芯机器人的环境适应性良好,可为月球取芯机器人设计提供参考。 展开更多
关键词 多模式取芯 月壤取芯 采样技术
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一种新型芯吸导水土工布的毛细效应试验研究
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作者 彭洋 游志浪 +2 位作者 许健 张志超 GAGARIN Leonid 《西安建筑科技大学学报(自然科学版)》 北大核心 2025年第2期209-218,共10页
季节冻土区路基冻害频频发生,水分迁移是造成其冻害的重要原因.为了调控路基土体中的水分,自主研发了一种由高韧聚丙烯有纺土工布和芯吸纤维联合组成的新型芯吸导水土工布.通过开展室内毛细上升试验,结合红色染色剂示踪技术,研究了新型... 季节冻土区路基冻害频频发生,水分迁移是造成其冻害的重要原因.为了调控路基土体中的水分,自主研发了一种由高韧聚丙烯有纺土工布和芯吸纤维联合组成的新型芯吸导水土工布.通过开展室内毛细上升试验,结合红色染色剂示踪技术,研究了新型芯吸导水土工布在纯水、不同含水率(15.0%、20.0%、25.0%、30.0%)的细砂和黏土质砂(50%含砂量黄土)中的毛细上升高度和变化规律,同时结合芯吸纤维微结构,揭示了毛细导水的作用机理,分析了其应用前景.结果表明:芯吸导水土工布毛细导水能力受含水率和土质影响明显:(1)随着含水率升高,土体中的自由水含量越来越多,芯吸导水土工布的吸水能力越强;(2)随着土体中黏粒含量增加,芯吸导水土工布的吸水能力越弱;(3)芯吸导水土工布中芯吸纤维的特殊截面尺寸及结构起着吸水的作用,可将路基土体中的自由水与毛细水进行吸收排出.对新型芯吸导水土工布在我国路基工程、边坡工程中的推广与应用提供一定理论指导. 展开更多
关键词 季节冻土区 芯吸纤维 毛细导水 毛细上升试验
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青藏高原不同分布区独一味根际土壤理化性质和微生物群落特征 被引量:2
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作者 路岳衡 耿贵工 +1 位作者 王路昊 乔枫 《草业科学》 北大核心 2025年第3期561-576,共16页
独一味(Lamiophlomis rotata)是青藏高原特有的重要药用植物,探究独一味根际土壤的理化性质及其微生物群落的组成特点,对于开发和推广青藏高原特色生物资源有着重要价值。以青藏高原5个独一味主产区根际土壤为研究对象,测定土壤理化指... 独一味(Lamiophlomis rotata)是青藏高原特有的重要药用植物,探究独一味根际土壤的理化性质及其微生物群落的组成特点,对于开发和推广青藏高原特色生物资源有着重要价值。以青藏高原5个独一味主产区根际土壤为研究对象,测定土壤理化指标。同时采用高通量测序技术,结合Spearman、RDA等方法开展微生物群落组成及多样性研究。结果表明:1)独一味适宜在中性偏碱的土壤中生长。2)Candidatus_Udaeobacter、RB41属和赤芍铁杆属(Ferruginibacter)是独一味根际土壤中的优势细菌属;被孢霉属(Mortierella)、寡囊盘菌属(Thelebolus)和地霉菌属(Geotrichum)为独一味根际土壤中的优势真菌属。3)不同地区独一味根际土壤细菌和真菌群落的多样性和丰富度存在显著差异(P<0.05):杂多地区土壤细菌群落丰度最高,大武地区土壤细菌群落丰度最低;大武地区土壤真菌群落的多样性最为丰富,歇武地区土壤真菌群落多样性最低。4)有机碳与全氮含量是影响独一味根际土壤微生物群落分布的关键土壤环境因子。5)细菌Candidatus_Udaeobacter、Telmatobacter、Flaviaesturariibacter和真菌Seimatosporium、Ochronectria为独一味根际土壤的关键核心菌群。研究结果为筛选独一味促生或生防有益功能菌提供了理论依据。 展开更多
关键词 独一味 根际土壤 高通量测序 微生物多样性 核心微生物 相关性分析 冗余分析
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松散岩堆体地层下隧道洞口段施工方法及合理进尺
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作者 舒志勇 谭昌荣 李向宏 《铁道建筑》 北大核心 2025年第3期87-92,共6页
以洞口段穿越松散岩堆体地层的雅康高速公路日地1号隧道为依托工程,通过数值模拟了开挖过程,分析两台阶法、三台阶法、三台阶预留核心土法、三台阶七步开挖法4种工法下隧道洞口段围岩应力和变形特征,综合比选出最适宜隧道洞口段施工的工... 以洞口段穿越松散岩堆体地层的雅康高速公路日地1号隧道为依托工程,通过数值模拟了开挖过程,分析两台阶法、三台阶法、三台阶预留核心土法、三台阶七步开挖法4种工法下隧道洞口段围岩应力和变形特征,综合比选出最适宜隧道洞口段施工的工法,并给出了合理开挖进尺。结果表明:隧道洞口段开挖时掌子面前方拱顶和拱肩的变形最明显;4种工法中,三台阶预留核心土法对拱顶沉降和洞周收敛的效果较好,建议开挖进尺取1.2 m。基于数值模拟结果,依托工程采用了三台阶预留核心土法施工,开挖进尺为1.2 m。经现场监测,隧道变形控制良好。相关研究成果可为类似工程提供借鉴。 展开更多
关键词 公路隧道 松散岩堆体地层 施工方法 数值模拟 围岩变形 三台阶预留核心土法 开挖进尺 初期支护应力
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填芯复合固化土预制桩界面摩擦特性
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作者 李振宝 张乾青 +2 位作者 王术剑 林彦军 崔伟 《哈尔滨工业大学学报》 北大核心 2025年第11期95-104,共10页
填芯复合固化土预制桩由芯桩和固化土挤压形成的预制桩组成,为了探究芯桩-预制桩界面的摩擦特性对固化土预制桩承载能力的影响,以环形剪切试件模拟芯桩-预制桩界面的接触情况,研究了芯桩-预制桩接触面的摩擦特性。试验结果表明:芯桩-预... 填芯复合固化土预制桩由芯桩和固化土挤压形成的预制桩组成,为了探究芯桩-预制桩界面的摩擦特性对固化土预制桩承载能力的影响,以环形剪切试件模拟芯桩-预制桩界面的接触情况,研究了芯桩-预制桩接触面的摩擦特性。试验结果表明:芯桩-预制桩界面极限摩阻力随芯桩直径的增加而增大;芯桩-预制桩界面黏结系数随填芯材料抗压强度的增加而增大,黏结系数建议取值范围为0.02~0.10;芯桩-预制桩界面存在初始摩阻力,剪切过程中界面摩阻力变化存在弹性阶段、脆性破坏阶段和黏结滑移阶段,界面破坏模式为类脆性破坏。采用指数模型和反双曲线模型对界面摩阻力和相对位移的散点图进行拟合,获得了考虑初始摩阻力τ_(c)的黏结滑移荷载传递模型,可用于填芯复合固化土预制桩受荷的荷载传递规律分析。 展开更多
关键词 填芯复合固化土预制桩 环形界面剪切试验 摩擦特性 黏结系数 破坏模式 荷载传递模型
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高填方路堤筋芯复合桩桩间绕流地基稳定性分析
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作者 李豪 王福琦 +1 位作者 肖尊群 张电吉 《广州建筑》 2025年第7期6-16,共11页
为了提升高填方路堤复合地基的整体稳定性,本文针对柔性荷载作用下的复合地基进行了研究,旨在构建一个考虑桩顶土拱效应和桩间绕流效应的整体稳定性模型,为工程设计提供理论依据。基于圆弧滑动面的破坏模式,建立高填方路堤柔性荷载作用... 为了提升高填方路堤复合地基的整体稳定性,本文针对柔性荷载作用下的复合地基进行了研究,旨在构建一个考虑桩顶土拱效应和桩间绕流效应的整体稳定性模型,为工程设计提供理论依据。基于圆弧滑动面的破坏模式,建立高填方路堤柔性荷载作用下复合地基整体稳定性模型,推导出复合地基桩间绕流稳定系数的计算公式,并通过室内模型试验和数值模拟对公式的合理性进行验证。成功建立了考虑桩顶土拱和桩间绕流效应的复合地基整体稳定性模型,并得到了桩间绕流稳定系数的计算公式。试验和数值模拟结果表明,该公式具有较高的合理性。进一步分析发现,桩间绕流稳定系数随着黏聚力增加而增大,而随着填方路堤的高度和桩间距的增加而减小。参数敏感性分析结果表明,影响关系为:内摩擦角>桩间距>填方路堤的高度>黏聚力。研究成果为高填方路堤复合地基的设计与稳定性评估提供了重要的理论依据。 展开更多
关键词 加芯桩 填方路堤 土拱效应 理论分析 室内模型试验 数值模拟
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复杂地质条件隧道大变形施工技术分析
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作者 舒永鸣 《路基工程》 2025年第3期232-236,共5页
针对矮拉山隧道凝灰岩地层大变形问题,分析其大变形破坏特征和影响因素,采用数值模拟与现场监测相结合的方法,优化支护参数与施工工法,确定合理的位移控制基准。研究表明:软弱凝灰岩、高地应力场等是主要影响因素,优化后的支护方案和环... 针对矮拉山隧道凝灰岩地层大变形问题,分析其大变形破坏特征和影响因素,采用数值模拟与现场监测相结合的方法,优化支护参数与施工工法,确定合理的位移控制基准。研究表明:软弱凝灰岩、高地应力场等是主要影响因素,优化后的支护方案和环形开挖预留核心土工法能有效控制变形,解决隧道大变形难题。 展开更多
关键词 交通工程 凝灰岩 方案比选 支护参数 预留核心土 监控量测 安全性
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