期刊文献+
共找到2,662篇文章
< 1 2 134 >
每页显示 20 50 100
Stability analysis of soft-hard interbedded anti-inclined rock slope under rainfall based on deformation compatibility
1
作者 GUO Jianjun WU Zhenwei +2 位作者 CAO Heng ZHANG Wei WANG Junjie 《Journal of Mountain Science》 2026年第1期380-393,共14页
Rock slope instability is a prevalent geological hazard that imposes significant adverse impacts on engineering activities.Although existing studies have focused on homogeneous rock slopes,the theoretical models for q... Rock slope instability is a prevalent geological hazard that imposes significant adverse impacts on engineering activities.Although existing studies have focused on homogeneous rock slopes,the theoretical models for quantifying the stability of softhard interbedded anti-inclined slopes remain underdeveloped,primarily due to the complex force transfer mechanisms involved.This study proposed a novel theoretical model for the stability analysis of soft-hard interbedded anti-inclined slopes under rainfall conditions.The framework models stratified rock layers as layered cantilever beams with material heterogeneity.Based on the principle of deformation compatibility,it comprehensively accounted for interlayer force transfer and strength degradation resulting from differential deformations among rock layers.Furthermore,it integrated the critical instability length induced by the self-weight of rock layers to determine the fracture depth.The proposed method was validated against engineering case studies and physical model tests,with error falling within an acceptable range.Compared to existing theoretical methods,the proposed method provided a more realistic representation of the slope's stress field.The analysis results demonstrate that rainfall not only reduces the inclination angle of the failure surface but also leads to an approximate 30%decrease in the safety factor.The proposed theoretical model is particularly useful for quickly calculating the stability of soft-hard interbedded anti-inclined rock slope under rainfall conditions,compared to complex and time-consuming numerical simulation calculations. 展开更多
关键词 soft-hard interbedded Anti-inclined slope RAINFALL Stability analysis Theoretical method
原文传递
Creep properties and acoustic emission characteristics of soft-hard interbedded rock masses with different initial damage
2
作者 MIAO Shuai-sheng SU Li-jun +2 位作者 ZHANG Chong-lei PAN Yong-liang TIAN Hong-yan 《Journal of Central South University》 2026年第1期276-298,共23页
To investigate the long-term stability of soft-hard interbedded rock masses with initial damage induced by earthquakes and periodic drying and wetting,this study prepared samples with different initial damage through ... To investigate the long-term stability of soft-hard interbedded rock masses with initial damage induced by earthquakes and periodic drying and wetting,this study prepared samples with different initial damage through cyclic loading and unloading(CLU)experiments followed by cyclic drying and wetting(CDW)experiments,and finally conducted creep experiments.The study analyzed the effects of initial damage on creep mechanical behavior,crack evolution,and explored failure precursor information,revealing the damage failure mechanisms.The results show that the structural characteristics of the rock mass control its macroscopic failure mode.Initial damage promotes microcrack development,influences the fracture mode,and increases the proportion of high-frequency(200−280 kHz)acoustic emission events during creep.Meanwhile,initial damage exacerbates creep characteristics,increasing the creep rate,shortening total creep failure time,and reducing long-term strength.The damage failure is attributed to:the generation of internal cracks and pores in the rock caused by CLU;mineral hydrolysis and expansion-contraction due to CDW,resulting in weakened intergranular cementation;and full development of cracks and pores under creep stress.Additionally,the deformation difference coefficient and the coefficient of variation of RA/AF values can serve as precursor indicators for creep failure. 展开更多
关键词 creep properties initial damage soft-hard interbedded rock mass acoustic emission failure precursors damage failure mechanism
在线阅读 下载PDF
Improving electrochemical performance of silicon anode through building“soft-hard” double-layer coating 被引量:1
3
作者 Xiao Zhu Weibo Feng Yiman Huang 《Green Energy & Environment》 2025年第3期609-618,共10页
Silicon is believed to be a critical anode material for approaching the roadmap of lithium-ion batteries due to its high specific capacity. But this aim has been hindered by the quick capacity fading of its electrodes... Silicon is believed to be a critical anode material for approaching the roadmap of lithium-ion batteries due to its high specific capacity. But this aim has been hindered by the quick capacity fading of its electrodes during repeated charge–discharge cycles. In this work, a “soft-hard”double-layer coating has been proposed and carried out on ball-milled silicon particles. It is composed of inside conductive pathway and outside elastic coating, which is achieved by decomposing a conductive graphite layer on the silicon surface and further coating it with a polymer layer.The incorporation of the second elastic coating on the inside carbon coating enables silicon particles strongly interacted with binders, thereby making the electrodes displaying an obviously improved cycling stability. As-obtained double-coated silicon anodes deliver a reversible capacity of 2280 m Ah g^(-1)at the voltage of 0.05–2 V, and maintains over 1763 mAh g^(-1)after 50 cycles. The double-layer coating does not crack after the repeated cycling, critical for the robust performance of the electrodes. In addition, as-obtained silicon particles are mixed with commercial graphite to make actual anodes for lithium-ion batteries. A capacity of 714 mAh g^(-1)has been achieved based on the total mass of the electrodes containing 10 wt.% double-coated silicon particles. Compared with traditional carbon coating or polymeric coating, the double-coating electrodes display a much better performance. Therefore, the double-coating strategy can give inspiration for better design and synthesis of silicon anodes, as well as other battery materials. 展开更多
关键词 Silicon Lithium ion battery ANODE soft-hard”coating Energy storage
在线阅读 下载PDF
Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology 被引量:4
4
作者 TIAN Yun WU Fa-quan +5 位作者 TIAN Hong-ming LI Zhe SHU Xiao-yun HE Lin-kai HUANG Man CHEN Wei-zhong 《Journal of Mountain Science》 SCIE CSCD 2023年第4期1147-1158,共12页
Three-dimensional(3D)printing technology is increasingly used in experimental research of geotechnical engineering.Compared to other materials,3D layer-by-layer printing specimens are extremely similar to the inherent... Three-dimensional(3D)printing technology is increasingly used in experimental research of geotechnical engineering.Compared to other materials,3D layer-by-layer printing specimens are extremely similar to the inherent properties of natural layered rock masses.In this paper,soft-hard interbedded rock masses with different dip angles were prepared based on 3D printing(3DP)sand core technology.Uniaxial compression creep tests were conducted to investigate its anisotropic creep behavior based on digital imaging correlation(DIC)technology.The results show that the anisotropic creep behavior of the 3DP soft-hard interbedded rock mass is mainly affected by the dip angles of the weak interlayer when the stress is at low levels.As the stress level increases,the effect of creep stress on its creep anisotropy increases significantly,and the dip angle is no longer the main factor.The minimum value of the long-term strength and creep failure strength always appears in the weak interlayer within 30°–60°,which explains why the failure of the layered rock mass is controlled by the weak interlayer and generally emerges at 45°.The tests results are verified by comparing with theoretical and other published studies.The feasibility of the 3DP soft-hard interbedded rock mass provides broad prospects and application values for 3DP technology in future experimental research. 展开更多
关键词 3D printing soft-hard interbedded rock mass Digital imaging correlation technology Weak interlayer Anisotropic creep
原文传递
基于物理约束机器学习的PDC钻头智能选型技术研究
5
作者 李昌盛 孙华凯 张乐 《钻采工艺》 北大核心 2026年第1期133-140,共8页
为解決传统PDC钻头选型依赖经验、在软硬交错地层中适配性差导致机械钻速低、进尺短等问题,提出一种基于物理约束机器学习的PDC钻头智能选型技术。通过收集7个油田3410口井的23171条钻头使用记录,构建涵盖地层抗钻特性参数(抗压强度、... 为解決传统PDC钻头选型依赖经验、在软硬交错地层中适配性差导致机械钻速低、进尺短等问题,提出一种基于物理约束机器学习的PDC钻头智能选型技术。通过收集7个油田3410口井的23171条钻头使用记录,构建涵盖地层抗钻特性参数(抗压强度、研磨指数、冲击指数)、钻头结构参数、钻井参数及螺杆参数的数据库;基于地层与钻头的适配机理,建立以三参数为核心的物理规则模型,量化刀翼数、切削齿尺寸等结构参数与抗钻特性的匹配关系;将物理规则作为约束嵌入多目标神经网络模型,以机械钻速和进尺为优化目标,结合改进的NSGA-Ⅱ算法搜索帕累托最优解,实现钻头结构参数的定量化自动推荐。现场应用于XQ1井须家河组地层,推荐的6刀翼16 mm齿PDC钻头实现进尺257 m,机械钻速1.69 m/h,较邻井机械钻速提升显著,验证了该技术的科学性与有效性。研究成果为复杂地层PDC钻头高效选型提供了理论与技术支撑。 展开更多
关键词 PDC钻头 物理约束 机器学习 智能选型 软硬交错地层 多目标优化
在线阅读 下载PDF
数字时代技术工人技能需求变化与岗位薪资:来自中国招聘文本的证据(2014-2024)
6
作者 林柏 王禹睿 《晋阳学刊》 2026年第1期104-113,共10页
数字经济背景下,企业对技术工人技能的需求正在经历从单一操作型向复合协同型的再塑。基于2014-2024年全国招聘信息,构建技术工人软、硬技能词典,并对岗位描述开展量化测度,得到岗位层面的技能得分与对数月薪指标,进而检验企业对技术工... 数字经济背景下,企业对技术工人技能的需求正在经历从单一操作型向复合协同型的再塑。基于2014-2024年全国招聘信息,构建技术工人软、硬技能词典,并对岗位描述开展量化测度,得到岗位层面的技能得分与对数月薪指标,进而检验企业对技术工人技能需求结构变动与技术工人岗位薪资的关系,并考察行业与地区异质性。研究发现,在对技术工人的技能需求中,软技能与硬技能均显著提升岗位薪资,且自2020年起软技能的重要性上升更为明显(稳健于更强控制与截尾处理)。行业维度上,软技能在建筑工程等强调沟通协作与现场协调的岗位上回报更突出,硬技能在机械制造与设备维护等技术密集型岗位上更具稳定优势。区域维度上,东部地区对硬技能的回报更高,中西部地区对软技能的回报更显著。上述发现说明,在数字化与组织柔性化并进的环境中,岗位薪资的定价机制正在由单一技能溢价转向“软硬并重”的综合能力溢价。 展开更多
关键词 数字经济 技术工人 技能结构 软技能/硬技能 岗位薪资
在线阅读 下载PDF
Cartilage-bone inspired the construction of soft-hard composite material with excellent interfacial binding performance and low friction for artificial joints 被引量:6
7
作者 Qin CHEN Xinyue ZHANG +7 位作者 Siyu LIU Kai CHEN Cunao FENG Xiaowei LI Jianwei QI Yong LUO Hongtao LIU Dekun ZHANG 《Friction》 SCIE EI CAS CSCD 2023年第7期1177-1193,共17页
Inspired by the cartilage-bone structure in natural joints,soft-hard integrated materials have received extensive attention,which are the most promising candidates for artificial joints due to their combination of exc... Inspired by the cartilage-bone structure in natural joints,soft-hard integrated materials have received extensive attention,which are the most promising candidates for artificial joints due to their combination of excellent load-bearing properties and lubricating properties.The latest progress showed that the combination of hydrogel and titanium alloy can realize a bionic natural joint lubrication system on the surface of titanium alloy.However,obtaining a tough interface between the hydrogel(soft and wet)and the titanium substrate(hard and dry)is still a great challenge.Here,we designed a"soft(hydrogel)-hard(Ti6Al4V)"integrated material with outstanding combination,which simulates the structure and function of cartilage-bone in the natural joint.The load-bearing properties,binding performance,and tribological behaviors for different forms of the soft-hard integrated materials were investigated.The results showed that the hydrogel layer and Ti6Al4V substrate possess ultra-high interfacial toughness(3,900 J/m^(2)).In addition,the combination of the hydrogel layer and Ti6Al4V substrate provided a good lubrication system to endow the"soft(hydrogel)-hard(Ti6Al4V)"integrated material with high load-bearing and excellent tribological properties.Therefore,this study provided an effective strategy for prolonging the service life of Ti6Al4V in the biomedical field. 展开更多
关键词 Ti6Al4V alloy HYDROGEL soft-hard interface friction
原文传递
Analysis of load and adaptability of disc cutters during shield tunneling in soft-hard varied strata 被引量:1
8
作者 Fengwei YANG Weilin SU +1 位作者 Yi YANG Zhiguo CAO 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2023年第4期533-545,共13页
The disc cutters of shield machines exhibit unsatisfactory adaptability and performance during the soft–hard varied strata tunneling process.To analyze the rotation state,cutting performance,and adaptability of disc ... The disc cutters of shield machines exhibit unsatisfactory adaptability and performance during the soft–hard varied strata tunneling process.To analyze the rotation state,cutting performance,and adaptability of disc cutters during shield tunneling in soft–hard varied strata,the Holmquist Johnson Cook and Federal Highway Administration constitutive models are introduced to numerically simulate the failure process of materials on the excavation face and to calculate the load of disc cutters.Additionally,the parameters of the models are modified based on laboratory disc cutter excavation test results.The results of numerical calculation can reflect the load level and the behavior of the disc cutters during operation.The tangential loads of the disc cutters during the cutting of four typical soft-strata excavation face models are numerically calculated,thus providing reference values for the starting torque of the disc cutters.A greater penetration is suggested for soft-strata tunneling to allow the disc cutters to rotate smoothly and continuously as well as to guarantee a better cutting effect.The disc cutters in the center of the cutterhead should be specified with a lower starting torque to prevent uneven wear,rotation stagnation,cutterhead clogging,and other adverse phenomena. 展开更多
关键词 shield tunneling disc cutter load laboratory excavation test numerical calculation soft-hard varied strata
原文传递
用于输送带修补胶的室温固化聚氨酯的制备与性能研究
9
作者 赵彤 冯桐伟 +3 位作者 孟阳 赵成哲 于冰 田明 《高分子学报》 北大核心 2026年第1期157-167,共11页
橡胶输送带常受到磨损而影响正常使用,通常使用浇注型聚氨酯等材料作为修补胶对磨损处进行现场修补,但现有聚氨酯修补胶对橡胶的粘接强度难以满足实际需求,且浇注型聚氨酯的结构组成与粘接强度间关系的研究尚不完善.基于此,本工作利用... 橡胶输送带常受到磨损而影响正常使用,通常使用浇注型聚氨酯等材料作为修补胶对磨损处进行现场修补,但现有聚氨酯修补胶对橡胶的粘接强度难以满足实际需求,且浇注型聚氨酯的结构组成与粘接强度间关系的研究尚不完善.基于此,本工作利用预聚体法成功制备了可室温固化的聚氨酯涂层,并同时从分子内聚力、润湿能力、粘接界面微观结构等角度对涂层与橡胶间的粘接性能展开研究.研究结果显示:硬段含量越高,分子内聚力越强,浇注型聚氨酯固化后形成的涂层对橡胶基体越容易形成更好的附着,T型剥离强度最高可达11.73 N/mm;低黏度浇注型聚氨酯有利于形成良好附着,适合的附着层厚度是良好粘接的关键.除此之外,本工作还研究了软硬段含量对浇注型聚氨酯涂层的拉伸性能、耐磨性能及硬度的影响,为浇注型聚氨酯涂层的制备与性能调控提供了理论支持.该聚氨酯涂层预期可作为橡胶修补胶,实现对橡胶输送带的室温快速修补. 展开更多
关键词 浇注型聚氨酯 室温固化 软硬段含量 黏度 内聚力
原文传递
图书馆发展的软服务约束
10
作者 魏辅轶 李媛 《四川图书馆学报》 2026年第1期74-79,共6页
文章从预算模式的角度解释图书馆服务发展迟滞的原因。通过引入经济学中软预算约束的概念,讨论图书馆预算的经济属性,指出图书馆属于软预算约束下的组织机构。进一步提出了“软服务约束”的概念来解释图书馆运行中出现的组织行为异化的... 文章从预算模式的角度解释图书馆服务发展迟滞的原因。通过引入经济学中软预算约束的概念,讨论图书馆预算的经济属性,指出图书馆属于软预算约束下的组织机构。进一步提出了“软服务约束”的概念来解释图书馆运行中出现的组织行为异化的五种特征,并提出图书馆服务发展的迟滞是在软服务约束下,读者、图书馆、馆员三者发展目标不能统一的结果。再进一步,解释了软服务约束不能完全消除的根本原因在于软预算约束的影响,但可以通过图书馆资本多元化和“馆人同评”的新评价体系来尽量消除软服务约束的影响。 展开更多
关键词 图书馆 软预算约束 硬预算约束 图书馆服务 服务评价
在线阅读 下载PDF
“双碳”目标的法治化实现——法律的综合之治与协同共治
11
作者 杨解君 李剑 《湖南工业大学学报(社会科学版)》 2026年第1期95-103,共9页
实现“双碳”目标,必须以法治化思维和方式推进。在法律规范层面,“硬法”规范和“软法”规范皆不可或缺,需要二者兼备。在部门法层面,需要多个法律部门的协同共治,尤其应发挥环境法、能源法、技术法、经济法、涉外法和行政法的综合治... 实现“双碳”目标,必须以法治化思维和方式推进。在法律规范层面,“硬法”规范和“软法”规范皆不可或缺,需要二者兼备。在部门法层面,需要多个法律部门的协同共治,尤其应发挥环境法、能源法、技术法、经济法、涉外法和行政法的综合治理作用。 展开更多
关键词 “双碳”目标 法治化 “硬法” “软法” 协同共治
在线阅读 下载PDF
某抽水蓄能电站软硬岩掺合料碾压试验
12
作者 郭传科 李蒋金 高昱芃 《水电能源科学》 北大核心 2026年第1期99-103,共5页
近年来,抽水蓄能电站快速发展,建设过程中经常面临软硬岩混合利用的问题。软岩岩性较差,在施工过程中存在明显破碎现象,软硬岩混合料是否能满足筑坝强度和渗透特性的要求值得进一步探究。对安徽某拟建抽水蓄能电站的软硬岩筑坝料开展现... 近年来,抽水蓄能电站快速发展,建设过程中经常面临软硬岩混合利用的问题。软岩岩性较差,在施工过程中存在明显破碎现象,软硬岩混合料是否能满足筑坝强度和渗透特性的要求值得进一步探究。对安徽某拟建抽水蓄能电站的软硬岩筑坝料开展现场碾压试验,研究其在不同碾压参数条件下的物理力学和渗透特性。设计了全面的试验方案,比较了不同碾重(22、26 t)、加水量(5%、10%)、铺层厚度(0.6、0.8 m)和碾压遍数(6、8、10遍)组合条件下的碾压效果。采用新型张拉式直剪试验方法现场测定碾压后堆石料的抗剪强度指标,给出了满足设计要求的碾压参数,弥补了室内试验与现场工况的差异,为坝坡稳定性复核提供了直接依据。研究表明,相同碾压参数条件下,掺50%含碳质的绢云千枚岩混合料的干密度、渗透系数、抗剪强度均比绢云千枚岩混合料略小;混合料干密度随碾压遍数增加而增大,并呈现收敛趋势;提高碾重与减小铺层厚度均能显著提升压实质量。在颗粒破碎特性方面,碾压过程中颗粒破碎主要发生在铺层表层,而深层位置的堆石料由于细颗粒的包裹作用基本不发生破碎。绢云千枚岩混合料主要为大颗粒破碎,而含碳质绢云千枚岩混合料在碾压表层发生多次破碎,碾后呈粉质。在铺层厚度80 cm条件下,22 t振动碾碾压10遍得到的强度参数与26 t振动碾碾压8遍的强度参数基本相同。基于试验结果并综合考虑现场施工质量和效率,建议对绢云千枚岩混合料采用铺料层厚80 cm、加水量10%,各铺层采用22 t碾重振动碾压10遍,或采用26 t碾重振动碾压8遍的施工参数。 展开更多
关键词 软硬岩掺合料 碾压试验 碾压控制参数 抽水蓄能电站
原文传递
Regulatory mechanisms and regeneration strategies of the soft-hard tissue interface in the human periodontium
13
作者 Gao-peng Dang Yu Wei +8 位作者 Qian-qian Wan Jun-ting Gu Kai-yan Wang Mei-chen Wan Chen-yu Wang Jing-han Song Zhao Mu Franklin R.Tay Li-na Niu 《BMEMat(BioMedical Engineering Materials)》 2024年第3期28-50,共23页
The soft-hard tissue interface of the human periodontium is responsible for periodontal homeostasis and is essential for normal oral activities.This softhard tissue interface is formed by the direct insertion of fibro... The soft-hard tissue interface of the human periodontium is responsible for periodontal homeostasis and is essential for normal oral activities.This softhard tissue interface is formed by the direct insertion of fibrous ligaments into the bone tissue.It differs from the unique four-layer structure of the fibrocartilage interface.This interface is formed by a combination of physical,chemical,and biological factors.The physiological functions of this interface are regulated by different signaling pathways.The unique structure of this soft-hard tissue interface has inspired scientists to construct biomimetic gradient structures.These biomimetic systems include nanofiber scaffolds,cell sheets,and hydrogels.Exploring methods to repair this soft-hard tissue interface can help solve clinically unresolved problems.The present review examines the structure of the soft-hard tissue interface of the periodontium and the factors that influence the development of this interface.Relevant regulatory pathways and biomimetic reconstruction methods are also presented to provide ideas for future research on interfacial tissue engineering. 展开更多
关键词 interface tissue engineering oral health periodontal ligament soft-hard tissue interface tissue repair
暂未订购
盾构隧道穿越上软下硬地层地表变形数值模拟研究
14
作者 张红彬 王跃翔 +3 位作者 夏琴 熊峰 王朋朋 匡星晨 《合肥工业大学学报(自然科学版)》 北大核心 2026年第1期127-132,共6页
盾构隧道在上软下硬地层掘进时,由于掌子面地层物理力学性质复杂,易引起地面沉降或隆起。文章以芜湖城南过江隧道为工程背景,探讨隧道穿越上软下硬地层时地表变形规律。运用FLAC3D软件对典型上软下硬地层区间施工过程进行数值模拟,结合... 盾构隧道在上软下硬地层掘进时,由于掌子面地层物理力学性质复杂,易引起地面沉降或隆起。文章以芜湖城南过江隧道为工程背景,探讨隧道穿越上软下硬地层时地表变形规律。运用FLAC3D软件对典型上软下硬地层区间施工过程进行数值模拟,结合现场监测数据,分析隧道埋深、掌子面砂层与岩层厚度比、掌子面附加压力对地表变形影响。结果表明:砂层中地表沉降与隧道埋深呈正相关;复合地层中地表沉降与开挖面砂层厚度占比呈正相关;开挖面附加压力存在最适区间,超过最适区间都会引起地层变形增大。该研究结果可为上软下硬地层中隧道施工提供指导。 展开更多
关键词 盾构隧道 上软下硬地层 地表沉降 数值模拟 掌子面附加压力
在线阅读 下载PDF
基于双体系建设的中国航空国际物流供应链优化研究
15
作者 王勇 刘震 许秀峰 《中国商论》 2026年第1期114-118,共5页
在以国内大循环为主体、国内国际双循环相互促进的新发展格局下,全球物流供应链体系进入新一轮震荡和重组阶段。高端物流领域的国际航空物流具备时效高、跨度大、聚集效应强等显著优势,企业参与重构国际航空物流供应链迎来重大机遇。本... 在以国内大循环为主体、国内国际双循环相互促进的新发展格局下,全球物流供应链体系进入新一轮震荡和重组阶段。高端物流领域的国际航空物流具备时效高、跨度大、聚集效应强等显著优势,企业参与重构国际航空物流供应链迎来重大机遇。本文通过分析中国国际航空物流供应链体系建设的背景发现,中国国际航空物流供应链企业不仅可以通过推动国际航权开放、布局国际物流枢纽、引进全货机和丰富国际航线网络等措施打造国际航空物流供应链的硬体系,还可以通过构建新型“航空物流+跨境电商”国际供应链、推进数字化赋能和完善航空物流供应链纵向一体化结构等措施打造国际航空物流供应链的软体系,进而探索基于双体系建设的中国航空国际物流供应链优化实践路径。 展开更多
关键词 国际航空 供应链 双循环 软体系 硬体系
在线阅读 下载PDF
成人与青少年骨性Ⅲ类错[牙合]畸形患者掩饰性治疗后软硬组织和牙周情况对比分析
16
作者 武孝芬 张延晓 +2 位作者 徐庆 罗远 孙晗 《中国美容医学》 2026年第3期132-138,共7页
目的:对成人与青少年骨性Ⅲ类错[牙合]畸形患者进行正畸掩饰性治疗,对比治疗前后软硬组织侧貌及牙周支持组织的变化,评价不同年龄组正畸治疗效果的差异。方法:选取2020年7月-2023年6月于无锡口腔医院就诊的40例符合研究标准的骨性Ⅲ类错... 目的:对成人与青少年骨性Ⅲ类错[牙合]畸形患者进行正畸掩饰性治疗,对比治疗前后软硬组织侧貌及牙周支持组织的变化,评价不同年龄组正畸治疗效果的差异。方法:选取2020年7月-2023年6月于无锡口腔医院就诊的40例符合研究标准的骨性Ⅲ类错[牙合]畸形患者,其中成年组20例,青少年组20例。两组均采取Damon Q自锁托槽矫治技术,期间未采用微种植体、前牵引面具等额外支抗装置,比较两组治疗前后软硬组织、牙周支持组织的测量值,评价不同年龄组的治疗效果及差异。结果:①治疗后,成年组患者硬组织NA-APo以及ANB角增大、AB-NPo、OP-FH、L1-MP、FMIA、IMPA角减小,软组织Si-H、A-NPog、H-N'Pm'增加;青少年组硬组织AB-NPo角减小,SNA、ANB角增大,FMIA增大,L1-OP、IMPA角度均减小,软组织Si-H增加,Ss-Ls、Li-H、FA(U1)-Ls减小,以上差异均有统计学意义(P<0.05);组间差异除SNA外,其余无统计学意义;②治疗后,牙周变化量中成年组PLI、PD、BC-CP较治疗前增加,青少年组PLI增加,而31、42牙位PD、BC-CP测量值较治疗前减小,治疗前后及组间比较差异有统计学意义(P<0.05)。结论:正畸掩饰性治疗可以通过下前牙舌倾及上前牙唇倾,解决前牙反[牙合],对改善轻中度骨性Ⅲ类错[牙合]畸形患者上下颌骨发育不调有一定促进作用,无论成年还是青少年患者,患者的Ⅲ类骨面型均得到有效改善。且青少年患者随着前牙反[牙合]的解除,上颌发育不足改善,下前牙牙周支持组织改建,牙周情况改善。 展开更多
关键词 骨性Ⅲ类错[牙合]畸形 正畸 掩饰性治疗 软硬组织 牙周状况 成人 青少年
暂未订购
根盾技术在前牙美学区即刻种植中的应用进展
17
作者 罗嘉童 杨佳康 王柏翔 《口腔医学》 2026年第1期76-80,共5页
前牙区修复存在的美学问题一直受到广泛关注,牙齿拔除后唇侧牙槽骨的吸收可导致轮廓塌陷。即刻种植术虽然能一定程度上减少骨吸收量,但不能达到理想的美学效果。根盾技术是指通过保留患牙唇侧一定厚度和形态的健康牙根片,形成牙根-牙周... 前牙区修复存在的美学问题一直受到广泛关注,牙齿拔除后唇侧牙槽骨的吸收可导致轮廓塌陷。即刻种植术虽然能一定程度上减少骨吸收量,但不能达到理想的美学效果。根盾技术是指通过保留患牙唇侧一定厚度和形态的健康牙根片,形成牙根-牙周膜-牙槽骨复合体,以维持牙槽嵴厚度、防止牙槽嵴吸收的一种技术。本综述就根盾技术的分类、临床要点、并发症的处理等方面进行回顾,旨在为临床医师在美学区种植修复中合理应用该技术提供参考依据。 展开更多
关键词 根盾技术 即刻种植 软硬组织保存
暂未订购
上软下硬地层大跨地铁车站初支拱盖法开挖力学特性研究
18
作者 刘正 《国防交通工程与技术》 2026年第1期77-81,共5页
为研究上软下硬地层初支拱盖法力学特性,以锦江路站为例,选取车站中部典型断面作为分析对象,对不同施工阶段进行了初期支护、临时支护及大拱盖结构的应力分析和拱顶及地表沉降监测。研究结果表明:在各分析工况下,初期支护与临时支护的... 为研究上软下硬地层初支拱盖法力学特性,以锦江路站为例,选取车站中部典型断面作为分析对象,对不同施工阶段进行了初期支护、临时支护及大拱盖结构的应力分析和拱顶及地表沉降监测。研究结果表明:在各分析工况下,初期支护与临时支护的最大主拉应力和最大主压应力均远小于C25喷射混凝土的抗拉强度设计值和抗压强度设计值,支护结构整体处于安全状态。沉降监测显示:最大拱顶沉降、最大地表沉降,均满足规范控制要求;沉降主要发生在上部导坑开挖阶段,大拱盖施作后沉降趋于稳定,并有效减小了下部开挖引起的附加变形。采用初支拱盖法对保证施工安全、控制变形和加快施工进度起到了关键作用。 展开更多
关键词 上软下硬地层 初支拱盖法 地表沉降 结构受力 临时支护
在线阅读 下载PDF
骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者正畸拔牙矫治前后软硬组织侧貌特征及牙根吸收情况对比
19
作者 徐燕山 樊勤 贾德蛟 《中国美容医学》 2026年第1期96-100,共5页
目的:对比骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者正畸拔牙矫治前后软硬组织侧貌特征及牙根吸收情况。方法:回顾性选取11~15岁骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者104例,按照面角不同分为高角组(A组)、均角组(B组)及低角组(C... 目的:对比骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者正畸拔牙矫治前后软硬组织侧貌特征及牙根吸收情况。方法:回顾性选取11~15岁骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者104例,按照面角不同分为高角组(A组)、均角组(B组)及低角组(C组),对比三组患者正畸拔牙矫治前后软硬组织侧貌特征及牙根吸收情况。结果:矫治后,与三组患者矫治前软硬组织侧貌特征和牙根吸收情况比较。软硬组织侧貌特征:三组患者的∠U1-L1、Ptm-6、Z角、颏唇沟角增大(P<0.05),∠ANB、∠U1-SN、∠U1-NA、U1-NA、∠L1-NB、L1-NB、UL-Eline、LL-Eline减小(P<0.05),A组与B组∠L1-MP减小,鼻唇角增大(P<0.05),A组Co-Go、N-Me增大(P<0.05),C组Go-Me增大,Y轴角减小(P<0.05);牙根吸收情况:三组患者矫治牙根长度均减小(P<0.05),A组患者U1减小最大,依次为A组>B组>C组(P<0.05)。结论:骨性Ⅱ类错[牙合]不同垂直骨面型青少年患者正畸拔牙矫治前后软硬组织侧貌特征及牙根吸收存在差异性,在临床治疗中,不同垂直骨面型的骨性Ⅱ类错[牙合]畸形应根据其特点控制矫治效果。 展开更多
关键词 骨性Ⅱ类错[牙合] 不同垂直骨面型 青少年 正畸拔牙矫治 软硬组织侧貌特征 牙根吸收
暂未订购
上软下硬地层隧道下穿桥桩影响分区研究
20
作者 莫鑫宇 周登峰 +2 位作者 徐武 聂宁海 张馨元 《建筑技术》 2026年第3期323-328,共6页
为定量表征上软下硬地层中双盾构隧道下穿桥梁桩基的影响程度,依托广州地铁12号线东湖岛-二沙桥段区间双线盾构隧道下穿桥梁桩基工程案例,基于现场数据分析和数值模拟对不同隧道间距与桩-隧距离条件下的变形与沉降特征进行了分析。研究... 为定量表征上软下硬地层中双盾构隧道下穿桥梁桩基的影响程度,依托广州地铁12号线东湖岛-二沙桥段区间双线盾构隧道下穿桥梁桩基工程案例,基于现场数据分析和数值模拟对不同隧道间距与桩-隧距离条件下的变形与沉降特征进行了分析。研究结果表明:对于端承桩,当隧道穿越桩基下部时,隧道位移明显增加;桥-隧间距对桥桩变形的影响要显著大于隧道间距的影响。隧道间距增加至10 D(D为隧道直径),位移仅减小约24.4%,而当桥-隧间距增加至9 D后,变形减小约88%;建立了不同隧道间距(X)与桥-隧间距(Y)综合影响下变形关系计算模型,根据变形发展趋势将Y/X值划分为3个阶段:强影响区(Y/X>0.9),弱影响区(0.9<Y/X<1.5),无影响区(Y/X>1.5)。 展开更多
关键词 双线盾构隧道 桥梁桩基 上软下硬地层 影响分区
在线阅读 下载PDF
上一页 1 2 134 下一页 到第
使用帮助 返回顶部