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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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Colloid-facilitated release of polybrominated diphenyl ethers at an e-waste recycling site: evidence from undisturbed soil core leaching experiments 被引量:2
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作者 Zebin Huo Mengjun Xi +2 位作者 Lianrui Xu Chuanjia Jiang Wei Chen 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2024年第2期91-101,共11页
Polybrominated diphenyl ethers (PBDEs), a class of persistent organic pollutants, have been frequently detected in soil at e-waste recycling sites. However, the key factors controlling the transport of PBDEs from surf... Polybrominated diphenyl ethers (PBDEs), a class of persistent organic pollutants, have been frequently detected in soil at e-waste recycling sites. However, the key factors controlling the transport of PBDEs from surface soil to the vadose zone and groundwater are unclear. Here, colloid-enhanced leaching of PBDEs from undisturbed soil cores collected at an e-waste recycling site in Tianjin, China, is reported. Spatially heterogeneous release of colloids and PBDEs was observed in all the tested soil cores under chemical and hydrodynamic perturbations, indicating the presence of preferential flow paths. Colloid concentration in the effluent significantly increased as ionic strength decreased (from 10 to 0.01 mmol/L), probably due to the stronger electrostatic repulsion between colloidal particles and the soil matrix at lower ionic strength. In contrast, colloid mobilization was not significantly affected by the changes in pH of the influent (from 4.0 to 10.0) and flow rate (from a Darcy velocity of 1.5 to 6.0 cm/h). The concentrations of 2,2′,3,3′,4,4′,5,5′,6,6′-decabromodiphenyl ether (BDE-209), the predominant PBDE congener at the site, detected in the leachate (ranging from 1.09 to 3.43 ng/L) were much lower than previously reported results from packed column leaching tests, and were positively correlated with colloid concentrations. This indicates that remobilization of colloids at e-waste recycling sites can promote the leaching and downward migration of PBDEs from surface soil. The findings highlight the potential risk of surface soil PBDE contamination to groundwater quality and call for further understanding of colloid-facilitated transport for predicting the fate of PBDEs at e-waste recycling sites. 展开更多
关键词 Polybrominated diphenyl ether Colloid-facilitated transport E-waste recycling site Undisturbed soil core Groundwater quality
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软弱围岩铁路隧道不同开挖方法数值模拟分析
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作者 李准 王剑虹 宁宇 《铁道工程学报》 北大核心 2026年第2期54-58,共5页
研究目的:软弱围岩铁路隧道具有围岩工程性质差、岩体破碎不连续、支护结构易变形等特点,开挖方法的选择在满足“安全、快速、经济”的原则前提下需要充分考虑多种影响因素。本文通过数值模拟方法,分析隧道采用全断面法、台阶法和预留... 研究目的:软弱围岩铁路隧道具有围岩工程性质差、岩体破碎不连续、支护结构易变形等特点,开挖方法的选择在满足“安全、快速、经济”的原则前提下需要充分考虑多种影响因素。本文通过数值模拟方法,分析隧道采用全断面法、台阶法和预留核心土法施工时,围岩体与支护结构的受力情况和形变状态,同步观测塑性破坏区域的规模与分布特征,并进行综合对比,旨在为软弱围岩铁路隧道建设施工顺利开展、提高我国复杂地质条件下铁路隧道建设水平提供理论和技术支持。研究结论:(1)软弱围岩铁路隧道采用预留核心土法施工更具优势;(2)仰拱支护体系对位移调控效能弱于施工工艺优化;(3)明确不同开挖方法的变化参数和使用边界条件可为后续铁路项目提供借鉴。 展开更多
关键词 软弱围岩 铁路隧道 全断面法 台阶法 预留核心土法 数值模拟
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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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秸秆还田与不同稀土胁迫对土壤核心菌群及功能的影响
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作者 金姝兰 胡忠俊 +4 位作者 向兴 金德才 董承旭 潘华华 姚宁萍 《生态学杂志》 北大核心 2026年第1期168-181,共14页
分别将0、500和1000 mg·kg^(-1)的轻稀土元素镧(La)、中稀土元素钆(Gd)、重稀土元素钇(Y)与1%、2%的秸秆添加至对应的PVC桶内(每桶装有1000 g土壤),探讨秸秆还田及不同稀土胁迫对土壤核心菌群及功能的影响。结果表明:不同种类、不... 分别将0、500和1000 mg·kg^(-1)的轻稀土元素镧(La)、中稀土元素钆(Gd)、重稀土元素钇(Y)与1%、2%的秸秆添加至对应的PVC桶内(每桶装有1000 g土壤),探讨秸秆还田及不同稀土胁迫对土壤核心菌群及功能的影响。结果表明:不同种类、不同含量的稀土元素及不同比例的秸秆影响细菌相对丰度、指示性物种、中心物种,其中稀土含量影响最大,其次是稀土种类和秸秆还田比例;依据细菌相对丰度及相关功能确定样品的核心菌群,添加1%、2%的秸秆与0、500 mg·kg^(-1)La、Gd、Y的样品以及添加2%的秸秆与1000 mg·kg^(-1)钆的样品,其核心菌门为厚壁菌门(Firmicutes)、变形菌门(Proteobacteria)、放线菌门(Actinobacteriota)、酸杆菌门(Acidobacteriota)、拟杆菌门(Bacteroidota)、绿弯菌门(Chloroflexi),核心菌属为厌氧绳菌属(Anaerolinea)、草酸杆菌属(Oxobacter)、芽孢杆菌属(Bacillus)、Candidatus Koribacter、梭状芽孢杆菌属(Clostridium sensu stricto 8)、瘤胃梭菌属(Ruminiclostridium)、独活假丝酵母属(Candidatus Solibacter)、Pseudobacteroides、新鞘脂菌属(Novosphingobium)、Ammoniphilus、脂环酸芽孢杆菌属(Alicyclobacillus)、纤维单胞菌属(Cellulomonas)、慢生根瘤菌属(Bradyrhizobium);添加1%、2%的秸秆及1000 mg·kg^(-1)La、Gd的样品,其核心菌门为厚壁菌门、变形菌门、拟杆菌门、放线菌门,核心菌属为芽孢杆菌属、纤维单胞菌属、地嗜皮菌属(Geodermatophilus)、unclassified_f_Acetobacteraceae;添加1%、2%的秸秆及1000 mg·kg^(-1)Y的样品,其核心菌门为厚壁菌门、放线菌门,核心菌属为芽孢杆菌属、脂环酸芽孢杆菌属。添加1000 mg·kg^(-1)Y及1%、2%秸秆的样品,其细菌功能与其他样品差距最显著,其次是添加1000 mg·kg^(-1)La、Gd的样品;添加Gd的土壤细菌人类疾病、代谢、细胞过程、环境信息处理以及生物系统等功能显著低于其他样品;添加1000 mg·kg^(-1)的Y及1%、2%秸秆的样品,其细菌疾病通路显著小于其他样品;土壤中重稀土含量达到1000 mg·kg^(-1)对核心菌群影响大,2%的秸秆还田可减少稀土对环境的胁迫。 展开更多
关键词 核心菌群 细菌功能 稀土元素 秸秆还田 土壤
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基于水泥土厚度的芯桩-水泥土界面特性研究
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作者 周建 陈家琛 刘翔 《地基处理》 2026年第2期107-117,127,共12页
劲性复合桩是一种将预制芯桩与水泥土搅拌桩相结合的新型桩基,其中,水泥土厚度作为影响芯桩-水泥土界面剪切性能的关键参数,其作用机制尚未得到充分研究。鉴于相同外表面积下,外接方桩的劲性复合桩的水泥土最小厚度较小,且方桩角点处存... 劲性复合桩是一种将预制芯桩与水泥土搅拌桩相结合的新型桩基,其中,水泥土厚度作为影响芯桩-水泥土界面剪切性能的关键参数,其作用机制尚未得到充分研究。鉴于相同外表面积下,外接方桩的劲性复合桩的水泥土最小厚度较小,且方桩角点处存在应力集中现象,其性能对水泥土厚度的变化更为敏感,因此,本研究特地选择方桩作为研究对象。通过三维桩-土界面剪切试验,以方形芯桩为研究对象,系统探究了水泥土最小厚度与水泥掺量对芯桩-水泥土界面剪切行为的影响机制。结果表明:界面峰值强度随水泥土最小厚度和水泥掺量的增加而升高,并与水泥土无侧限抗压强度呈线性正相关关系;随着水泥土最小厚度的增加,界面破坏模式由脆性转为延性,残余强度亦随之提高。基于试验数据,提出了界面峰值强度和残余强度的计算公式。通过厚壁圆筒理论,揭示了水泥土最小厚度与无侧限抗压强度对界面强度的影响机理。同时,构建了反映界面弹性-软化-残余三阶段力学行为的剪切本构模型,为劲性复合桩的优化设计提供了理论依据。 展开更多
关键词 劲性复合桩 方桩 芯桩-水泥土界面 剪切特性 界面本构关系
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核壳结构对石油污染土壤污染物分解转化的促进
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作者 郑伍魁 孙金凤 +3 位作者 崔添 胡莹莹 杨雨玄 李辉 《材料科学与工艺》 北大核心 2026年第1期53-61,共9页
将石油污染土壤通过一次成核后,在其表面继续包覆清洁材料,并经高温烧结制备成可作为建材骨料的核壳结构陶粒,旨在降低有机污染土壤处理过程中二次污染产生的环境风险,实现污染土壤无害化处置。本研究探讨了加热时间、包覆材料种类及用... 将石油污染土壤通过一次成核后,在其表面继续包覆清洁材料,并经高温烧结制备成可作为建材骨料的核壳结构陶粒,旨在降低有机污染土壤处理过程中二次污染产生的环境风险,实现污染土壤无害化处置。本研究探讨了加热时间、包覆材料种类及用量对石油-CO_(2)转化率的影响,并通过XPS和SEM分析核壳结构陶粒的元素组成与表面形貌。研究表明:与未包覆的核心球相比,以不同粒径的粉煤灰和粘土材料包覆含油率为10%的石油污染土壤颗粒制成的核壳结构坯体,污染物去除效果显著提升,石油-CO_(2)转化率从28.05%提高至62.99%;随着热处理时间和包覆材料用量的增加,转化率进一步提高,且低质量分数的污染土壤在热解过程中更易实现较高转化率;当包覆材料用量为5 wt.%石油污染土壤的1.5倍时,其石油-CO_(2)转化率可达90.59%,而未进行包覆的核心球转化率仅有34.52%。所制陶粒的堆积密度为1134 kg/m^(3),筒压强度可达9.1 MPa,1 h吸水率为4.36%,符合轻骨料的国家标准。包覆层延缓了有机气体的挥发,使其大量热解转化,此外,包覆材料粒径对石油-CO_(2)转化率无明显影响,但材料中的Ca和Fe元素有利于石油烃的去除。 展开更多
关键词 石油污染土壤 核壳结构 陶粒 热脱附 热降解
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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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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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沥青混凝土心墙碎石土蓄水坝地震动响应
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作者 巩转定 白东轩 +2 位作者 康青建 李光恒 程选生 《特种结构》 2026年第1期71-78,共8页
为揭示西北寒区沥青混凝土心墙碎石土蓄水坝在地震作用下的动力响应机制,本文针对甘肃省某蓄水坝开展系统性研究。采用三维有限元法构建坝体模型,选取El-Centro波、Lanzhou波及Taft波三类地震动,分析蓄水坝在多遇地震与罕遇地震作用下... 为揭示西北寒区沥青混凝土心墙碎石土蓄水坝在地震作用下的动力响应机制,本文针对甘肃省某蓄水坝开展系统性研究。采用三维有限元法构建坝体模型,选取El-Centro波、Lanzhou波及Taft波三类地震动,分析蓄水坝在多遇地震与罕遇地震作用下的加速度分布及位移特征。结果表明:坝顶X向加速度响应最为显著,峰值达3.2m/s^(2),且X向加速度显著大于Z向;覆盖层与防渗墙区域始终保持低加速度响应,验证了其结构稳定性;多波对比显示响应规律一致,下游坝体X向变形略大于上游,坝顶最大沉降达0.11m并沿坝高梯度递减。研究揭示了“坝顶高响应-防渗体系低敏感”的核心规律,验证了多波型对比分析方法的有效性,为寒区同类蓄水坝抗震薄弱部位识别与加固设计提供了理论依据。 展开更多
关键词 沥青混凝土心墙 碎石土 蓄水坝 地震动响应
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俄初山隧道正洞分段分工法开挖方法研究
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作者 王磊 李道伟 +1 位作者 杜杭 宁恒 《科技创新与应用》 2026年第2期141-144,共4页
该文通过对俄初山隧道施工实践的分析,探讨不同围岩条件下采用的开挖技术和支护措施。特别是在Ⅴ级围岩段,采用环形开挖预留核心土法与台阶法相结合的方式,以确保隧道的稳定性与安全性。通过多层次的支护技术及精准施工方案,避免围岩坍... 该文通过对俄初山隧道施工实践的分析,探讨不同围岩条件下采用的开挖技术和支护措施。特别是在Ⅴ级围岩段,采用环形开挖预留核心土法与台阶法相结合的方式,以确保隧道的稳定性与安全性。通过多层次的支护技术及精准施工方案,避免围岩坍塌等问题。隧道的开挖方法、支护设计和施工监控的结合,实现高效且安全的施工过程。该文总结的施工经验与方法可为今后类似隧道工程提供技术支持。研究表明,环形开挖预留核心土法在复杂地质条件下具有显著的优势。 展开更多
关键词 偏压隧道 开挖技术 环形开挖 核心土法 支护措施
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隧道核心土预留体积对开挖面稳定性影响分析
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作者 张天宇 《山西建筑》 2026年第7期156-161,共6页
为探究隧道核心土预留体积对开挖面稳定性的影响规律,提升隧道开挖施工的安全性与经济性,文中采用理论分析、FLAC3D数值模拟与工程应用验证相结合的方法开展研究。从应力传递、变形约束及承载拱效应三个维度解析核心土的作用机理,推导... 为探究隧道核心土预留体积对开挖面稳定性的影响规律,提升隧道开挖施工的安全性与经济性,文中采用理论分析、FLAC3D数值模拟与工程应用验证相结合的方法开展研究。从应力传递、变形约束及承载拱效应三个维度解析核心土的作用机理,推导得到开挖面稳定临界平衡方程及核心土承载力计算式;建立隧道开挖三维数值模型,设定4种不同核心土预留体积梯度,模拟分析开挖过程中开挖面位移、围岩应力分布及塑性区演化特征;结合某深埋隧道工程实例,将数值模拟结果与现场监测数据进行对比验证。研究表明:核心土预留体积与开挖面稳定性呈正相关关系,当预留体积占开挖断面体积的40%~60%时,可在控制施工成本的前提下实现开挖面稳定最优;超过60%后,稳定性提升边际效益显著降低。该研究成果有利于隧道开挖核心土预留方案的优化设计。 展开更多
关键词 隧道工程 核心土预留体积 开挖面稳定性 FLAC3D数值模拟
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三台阶预留核心土施工技术在黄土隧道中的应用
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作者 路万里 《广东建材》 2026年第1期112-115,共4页
黄土隧道在开挖支护过程中,难以及时形成有效承载拱,隧道结构面临洞身失稳等施工技术难题。本文以延榆高速铁路新白家山隧道为工程背景,在施工实践中采用三台阶预留核心土开挖结合超前支护等施工技术,有效解决了大断面黄土隧道施工中存... 黄土隧道在开挖支护过程中,难以及时形成有效承载拱,隧道结构面临洞身失稳等施工技术难题。本文以延榆高速铁路新白家山隧道为工程背景,在施工实践中采用三台阶预留核心土开挖结合超前支护等施工技术,有效解决了大断面黄土隧道施工中存在的技术难题,可为后续施工的黄土隧道及其它具有相似地质特征的隧道施工提供重要的施工参考,对提升隧道施工质量与丰富黄土隧道施工技术,具有重要的工程实践意义。 展开更多
关键词 黄土地层 浅埋大断面 三台阶预留核心土 地表沉降
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基于墩形超前注浆加固的穿越断层破碎带隧道掌子面挤出位移特征与优化加固范围研究
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作者 曹庆阳 程松林 +2 位作者 李剑 王雪冰 杜晓楠 《市政技术》 2026年第3期158-165,318,共9页
以新建黄百铁路广西段幼平隧道为工程背景,针对穿越断层破碎带隧道掌子面挤出变形控制难题,采用有限差分数值计算软件FLAC^(3D)构建了穿越断层破碎带的隧道掘进数值模型,然后基于3种不同超前核心土预加固方法(未注浆加固、传统等厚度全... 以新建黄百铁路广西段幼平隧道为工程背景,针对穿越断层破碎带隧道掌子面挤出变形控制难题,采用有限差分数值计算软件FLAC^(3D)构建了穿越断层破碎带的隧道掘进数值模型,然后基于3种不同超前核心土预加固方法(未注浆加固、传统等厚度全断面超前注浆加固和新型墩形超前核心土注浆预加固),对比验证了新型墩形超前核心土注浆预加固对掌子面挤出位移的控制效果,并给出了不同破碎带条件下的优化加固参数。研究结果表明:新型墩形超前核心土注浆预加固与传统等厚度全断面超前注浆加固的掌子面挤出位移分布特征基本一致,挤出位移控制效果显著且注浆加固范围更小;合理的墩形加固体需满足拱底预加固长度比拱顶长4.0 m以上;在加固体形状固定时,一次注浆拱底加固长度至少8.0 m方可有效抑制挤出位移,且该长度需随围岩破碎程度的增大而增加;隧道掘进中,墩形加固体拱顶应预留至少2.0 m长的止浆岩盘与下一循环注浆区域搭接,预留范围同样需随围岩破碎程度同步扩大。该研究结果可为穿越断层破碎带隧道施工中掌子面挤出位移控制提供参考。 展开更多
关键词 隧道 断层破碎带 墩形超前核心土注浆预加固 掌子面挤出位移 数值计算
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某工程水泥土搅拌桩配合比验证及成桩抽芯检测
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作者 司徒清华 《广东建材》 2026年第2期48-51,66,共5页
本研究针对广州南沙地区软土层的特点,通过室内试验和现场检测验证了水泥土搅拌桩在软基处理中的可行性。采用华润封开P.O42.5水泥,水泥掺入比为18%,水灰比为0.40~0.50,外加剂掺量为0.5%的配合比进行相关试验研究。结果表明:室内试验中,... 本研究针对广州南沙地区软土层的特点,通过室内试验和现场检测验证了水泥土搅拌桩在软基处理中的可行性。采用华润封开P.O42.5水泥,水泥掺入比为18%,水灰比为0.40~0.50,外加剂掺量为0.5%的配合比进行相关试验研究。结果表明:室内试验中,7 d和28 d无侧限抗压强度均满足设计要求(7 d≥0.8 MPa,28 d≥1.6 MPa),其中水灰比为0.40的配合比28 d强度达到2.66 MPa,远超设计值;现场抽芯检测显示,6根桩的水泥土芯样抗压强度代表值均大于设计值(0.8 MPa),桩身完整性和水泥分布均匀性良好,施工质量符合要求;水泥土搅拌桩技术适用于南沙地区软基处理,效果显著,可为类似工程提供借鉴。研究验证了该配合比设计的可行性,并为南沙地区软基处理提供了技术支持。 展开更多
关键词 南沙地区 软基处理 水泥土 配合比验证 抽芯验证
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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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软土地区加芯搅拌桩竖向承载与破坏模式分析 被引量:1
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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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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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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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