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Interaction mechanism of the interface between a deep buried sand and a paleo-weathered rock mass using a high normal stress direct shear apparatus 被引量:4
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作者 Bai Hanying Li Wenping +2 位作者 Ding Qingfeng Wang Qiqing Yang Dongdong 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第4期623-628,共6页
In order to evaluate the feasibility of safe mining close to the contact zone under reduced security coal pillar conditions at a coal mine in eastern China, the interaction mechanism of the interface between deep buri... In order to evaluate the feasibility of safe mining close to the contact zone under reduced security coal pillar conditions at a coal mine in eastern China, the interaction mechanism of the interface between deep buried sand and a paleo-weathered rock mass was investigated in the laboratory by direct shear testing. A DRS-1 high pressure soil shear testing machine and orthogonal design method were used in the direct shear tests. Variance and range methods were applied to analyze the sensitivity of each factor that has an influence on the mechanical characters of the interface. The test results show that the normal pressure is the main influencing factor for mechanical characteristics of the interface, while the lithological characters and roughness are minor factors; the shear stress against shear displacement curve for the interface shows an overall hyperbola relationship, no obvious peak stress and dilatancy was observed.When the normal pressure is 6 MPa, the shear strengths of interfaces with different roughness are basically the same, and when the normal pressure is more than 8 MPa, the larger the roughness of the interface, the larger will be the shear strength; the shear strength has a better linear relationship with the normal pressure, which can be described by a linear Mohr–Coulomb criterion. 展开更多
关键词 Deep buried sand Coal series Paleo-weathered rock mass Roughness of interface Mohr-Coulomb criterion
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Experimental analysis of sand particles' lift-off and incident velocities in wind-blown sand flux 被引量:9
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作者 Li Xie Zhibao Dong Xiaojing Zheng 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2005年第6期564-573,共10页
The probability distributions of sand particles' lift-off and incident velocities in a wind-blown sand flux play very important roles in the simulation of the wind-blown sand movement. In this paper, the vertical and... The probability distributions of sand particles' lift-off and incident velocities in a wind-blown sand flux play very important roles in the simulation of the wind-blown sand movement. In this paper, the vertical and the horizontal speeds of sand particles located at 1.0 mm above a sand-bed in a wind-blown sand flux are observed with the aid of Phase Doppler Anemometry (PDA) in a wind tunnel. Based on the experimental data, the probability distributions of not only the vertical lift-off speed but also the lift-off velocity as well as its horizontal component and the incident velocity as well as its vertical and horizontal components can be obtained by the equal distance histogram method. It is found, according to the results of the X^2-test for these probability distributions, that the probability density functions (pdf's) of the sand particles' lift-off and incident velocities as well as their vertical com- ponents are described by the Gamma density function with different peak values and shapes and the downwind incident and lift-off horizontal speeds, respectively, can be described by the lognormal and the Gamma density functions, These pdf's depend on not only the sand particle diameter but also the wind speed. 展开更多
关键词 Wind-blown sand movement - Tunnel experiment- Incident velocity. Lift-off velocity Probability density
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Self-aggregating behavior of poly(4-vinyl pyridine)and the potential in mitigating sand production based onπ-πstacking interaction
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作者 Jian-Da Li Gui-Cai Zhang +4 位作者 Ji-Jiang Ge Wen-Li Qiao Hong Li Ping Jiang Hai-Hua Pei 《Petroleum Science》 SCIE CAS CSCD 2022年第5期2165-2174,共10页
Unconsolidated sandstone reservoirs are most susceptible to sand production that leads to a dramatic oil production decline.In this study,the poly(4-vinyl pyridine)(P_(4)VP)incorporated with self-aggregating behavior ... Unconsolidated sandstone reservoirs are most susceptible to sand production that leads to a dramatic oil production decline.In this study,the poly(4-vinyl pyridine)(P_(4)VP)incorporated with self-aggregating behavior was proposed for sand migration control.The P_(4)VP could aggregate sand grains spontaneously throughπ-πstacking interactions to withstand the drag forces sufficiently.The influential factors on the self-aggregating behavior of the P_(4)VP were evaluated by adhesion force test.The adsorption as well as desorption behavior of P_(4)VP on sand grains was characterized by scanning electron microscopy and adhesion force test at different pH conditions.The result indicated that the pH altered the forms of surface silanol groups on sand grains,which in turn affected the adsorption process of P_(4)VP.The spontaneous dimerization of P_(4)VP molecules resulting from theπ-πstacking interaction was demonstrated by reduced density gradient analysis,which contributed to the self-aggregating behavior and the thermally reversible characteristic of the P_(4)VP.Dynamic sand stabilization test revealed that the P_(4)VP showed wide pH and temperature ranges of application.The production of sands can be mitigated effectively at 20-130℃ within the pH range of 4-8. 展开更多
关键词 Self-aggregating Poly(4-vinyl pyridine) π-πstacking sand migration control
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严重生物降解原油GC-MS特征及油源对比 被引量:4
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作者 宋孚庆 任冬苓 +1 位作者 张文龙 王汇彤 《分析测试学报》 CAS CSCD 北大核心 2004年第z1期304-305,308,共3页
  图牧吉油砂位于松辽盆地边缘,搞清它的油源对于该地区的油气勘探有着十分重要的意义.气相色谱-质谱分析表明,该样品受到了严重的生物降解,部分用于对比的甾、萜烷生标标志物受到了降解,使与之有关的参数值发生了变化,给油源对比带...   图牧吉油砂位于松辽盆地边缘,搞清它的油源对于该地区的油气勘探有着十分重要的意义.气相色谱-质谱分析表明,该样品受到了严重的生物降解,部分用于对比的甾、萜烷生标标志物受到了降解,使与之有关的参数值发生了变化,给油源对比带来了困难.…… 展开更多
关键词 Oil sand GC - MS Severely biodegraded oil Tricyclic terpane
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威海市东部滨海新城海域海砂资源分布及特征
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作者 王玉莲 韩忠 +2 位作者 李浩 李恒猛 陈丽洁 《海洋地质前沿》 CSCD 北大核心 2024年第5期19-26,共8页
对威海东部滨海新城海域海底底质样品、浅地层剖面、地质钻探、多波束测量等资料进行了分析,探讨了该区海砂资源的类型、分布特征及沉积环境。结果表明:研究区海砂资源主要分布于鸡鸣岛和苍家岛潮沟附近,均为埋藏砂矿,以粉砂和细砂为主... 对威海东部滨海新城海域海底底质样品、浅地层剖面、地质钻探、多波束测量等资料进行了分析,探讨了该区海砂资源的类型、分布特征及沉积环境。结果表明:研究区海砂资源主要分布于鸡鸣岛和苍家岛潮沟附近,均为埋藏砂矿,以粉砂和细砂为主,含泥量较高,可用作回填用砂。研究区埋藏砂矿主要形成于晚更新世末期,成因类型主要有古冲积、残留和海积等类型。 展开更多
关键词 威海市 海砂分布 埋藏海砂 海砂矿成因
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桥梁巨型承台围堰设计及施工关键技术研究
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作者 庾焱秋 付甦 +2 位作者 邓松涛 戴也 徐安祺 《港口航道与近海工程》 2024年第4期111-118,共8页
马鞍山公铁长江大桥是一座三塔钢桁梁斜拉桥,该桥共有三座主塔。其中Z5#墩承台紧邻长江主航道,深埋于江心洲深厚且富水的砂层内,承台体积达25717 m3,支护结构的优化设计面临巨大难题。结合桥址情况,计划采用钢板桩围堰作为承台施工支护... 马鞍山公铁长江大桥是一座三塔钢桁梁斜拉桥,该桥共有三座主塔。其中Z5#墩承台紧邻长江主航道,深埋于江心洲深厚且富水的砂层内,承台体积达25717 m3,支护结构的优化设计面临巨大难题。结合桥址情况,计划采用钢板桩围堰作为承台施工支护结构。经综合考虑承台结构尺寸、埋置深度、地质条件、水文条件及施工设备等因素后,采用无封底干作业取土的PC工法桩围堰方案。采用增量法计算原理,对围堰干作业取土的施工过程进行分析,经验算,围堰结构强度和刚度均满足规范要求。施工采用深井降水措施保证围堰内的无水环境,确保无封底方案的顺利实施。施工中,对围堰各主要部位的结构受力和变形情况实施动态实时监测,通过监测数据与理论值进行对比和分析,得出结论:逐层干作业开挖的无封底围堰采用增量法计算所得结果能够更好地反应工程实际,较传统全量法有明显优势。 展开更多
关键词 深埋承台 富水砂层 PC工法桩 围堰 增量法计算 施工监测
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新型排水用轴向中空壁聚氯乙烯埋地管力学性能试验及数值分析
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作者 唐鹏飞 胡少伟 +3 位作者 潘福渠 叶宇霄 侯兆光 何宗院 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第4期1509-1522,共14页
为了研究埋地轴向中空壁塑料排水管的变形与力学响应特性,以便充分利用材料与结构性能,基于模型箱试验,获得埋地管道受到土荷载、地面荷载和管土相互作用下管道及其管周土体的力学及其变形特性;基于ABAQUS有限元分析管截面在埋地外压、... 为了研究埋地轴向中空壁塑料排水管的变形与力学响应特性,以便充分利用材料与结构性能,基于模型箱试验,获得埋地管道受到土荷载、地面荷载和管土相互作用下管道及其管周土体的力学及其变形特性;基于ABAQUS有限元分析管截面在埋地外压、排水内压及两者组合作用下的应力和变形特性,建立管道的基本力学参数在砂箱试验与真实埋地条件下的换算关系,提出边界效应修正计算公式。研究结果表明:土柱法+分布角法适用于计算地面静荷载作用下埋地结构壁管道的管顶竖向压力,荷载扩散角宜取30°~35°;在地面静荷载作用下,管道径向变形计算方法中Spangler-Iowa公式偏保守,AWWA M23规范计算结果与试验结果较吻合,而考虑准永久值系数会导致变形计算结果偏小;在埋土外压作用下,管腰位置内壁易发生受压破坏;排水时,管顶位置内壁易发生受拉破坏;内外壁起主要承载作用,受力较大;中间筋主要起连接作用,受力时应力以中性轴为零点向两侧呈梯度增加;本文提出的边界效应修正计算公式是准确可行的。研究成果可为轴向中空壁塑料管等柔性埋地管道的结构设计、力学和损伤失效分析提供参考。 展开更多
关键词 轴向中空壁塑料管 砂箱埋地试验 力学性能 有限元分析 边界效应
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埋地管道-砂土横向相互作用试验及理论研究 被引量:8
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作者 郝亚茹 钟紫蓝 +3 位作者 李立云 赵密 杜修力 李金龙 《防灾减灾工程学报》 CSCD 北大核心 2019年第5期817-826,共10页
通过埋地管道-砂土的横向相互作用试验,研究了砂土密实度、管径、埋深等对土体极限抗力的影响,初步探讨不同埋深下的管土相互作用规律。根据试验中浅埋与深埋下管周土体不同的破坏模式,分别建立了管周土体破坏简化计算模型。借鉴桩土相... 通过埋地管道-砂土的横向相互作用试验,研究了砂土密实度、管径、埋深等对土体极限抗力的影响,初步探讨不同埋深下的管土相互作用规律。根据试验中浅埋与深埋下管周土体不同的破坏模式,分别建立了管周土体破坏简化计算模型。借鉴桩土相互作用p—y曲线方法对管周土体发生不同破坏模式时的土体极限抗力进行了理论推导,并给出分别适用于浅埋与深埋工况下的土体极限抗力计算公式。结果表明,埋地管道-砂土相互作用简化计算公式与已有试验及数值模拟结果均具有较高吻合度,验证了公式计算结果的准确性。 展开更多
关键词 埋地管道 砂土 横向承载力系数 土体极限抗力
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大断面干燥粉细砂地层浅埋地段变形控制及施工技术研究
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作者 樊旭东 《工程技术研究》 2024年第2期94-96,共3页
文章详细阐述了双线高铁大断面隧道在干燥粉细砂地层中采用超前水平旋喷桩超前支护、三台阶临时仰拱+竖撑、直径89 mm大锁脚钢管、径向注浆及初支内侧增加套拱等施工技术的施工方案,攻克了双线高铁大断面隧道干燥粉细砂层这一地层难题,... 文章详细阐述了双线高铁大断面隧道在干燥粉细砂地层中采用超前水平旋喷桩超前支护、三台阶临时仰拱+竖撑、直径89 mm大锁脚钢管、径向注浆及初支内侧增加套拱等施工技术的施工方案,攻克了双线高铁大断面隧道干燥粉细砂层这一地层难题,形成了一套适用于该地层的施工技术,旨在为安全、快速、标准化建设该地质类型隧道提供有力的技术支撑,进一步提升铁路隧道工程建造水平,为社会创造更好的社会效益和经济效益。 展开更多
关键词 粉细砂地层 浅埋地段 隧道 径向注浆
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Polyacrylamide hydrogel application in sand control with compressive strength testing 被引量:2
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作者 Mahsa Baghban Salehi Asefe Mousavi Moghadam Samira Zargari MarANDi 《Petroleum Science》 SCIE CAS CSCD 2019年第1期94-104,共11页
Sand production is one of the major problems in sandstone reservoirs. Different mechanical and chemical methods have been proposed to control sand production. In this paper, we propose a chemical method based on using... Sand production is one of the major problems in sandstone reservoirs. Different mechanical and chemical methods have been proposed to control sand production. In this paper, we propose a chemical method based on using polyacrylamide/chromium triacetate hydrogel to investigate sand production in a synthetic sandpack system. To this end, a series of bulk experiments including the bottle test and rheological analysis along with compression tests were conducted. Experimental results indicated that the compressive strength of the sandpack was increased as much as 30 times by injecting 0.5 pore volume of hydrogel. Also, it was found that the increases in cross-linker and polymer concentrations exhibited a positive impact on the compressive strength of the sandpack, mostly by cross-linker concentration(48 psi). Hydrogel with a higher value of cross-linker could retain its viscoelastic properties against the strain which was a maximum of 122% for 0.5 weight ratio of cross-linker/polymer. The presence of salts, in particular divalent cations, has a detrimental effect on the hydrogel stability. The maximum strain value applied on hydrogel in the presence of CaCl_2 was only about 201% as compared to 1010% in the presence of distilled water. Finally, thermogravimetric analysis and its derivative showed that the hydrogel could retain its structure up to 300 °C. The results of this study revealed the potential application of the hydrogel to control sand production. 展开更多
关键词 sand CONTROL - RHEOLOGY HYDROGEL STRENGTH COMPRESSIVE STRENGTH sandpack
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Formation conditions and accumulation characteristics of Bozhong 19-6 large condensate gas field in offshore Bohai Bay Basin 被引量:6
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作者 XU Changgui YU Haibo +1 位作者 WANG Jun LIU Xiaojian 《Petroleum Exploration and Development》 2019年第1期27-40,共14页
Based on the study of natural gas resource, low buried hill trap formation mechanism, high quality reservoir control factors and natural gas preservation conditions, the formation conditions and reservoir accumulation... Based on the study of natural gas resource, low buried hill trap formation mechanism, high quality reservoir control factors and natural gas preservation conditions, the formation conditions and reservoir accumulation characteristics of Bozhong 19-6 large condensate gas field were summarized. Large gas generation potential of multiple sets of thick humic-sapropelic source rocks in high maturity stage in Bozhong depression was the basis of large gas field formation. The multi-stage tectonic evolution since Indosinian period formed large-scale buried hill traps. The Tanlu fault activity formed multi-type reservoirs, and buried hill metamorphic rock of Archean and sand-conglomerate of Kongdian Formation were high-quality reservoirs. Thick overpressure lacustrine mudstone and weak neotectonic movement provided good preservation conditions. Bozhong 19-6 gas reservoir was a condensate gas reservoir with very high condensate oil content, and the gas origin was humic-sapropelic and kerogen-cracking gas, and the gas field had large gas thickness, high gas column characteristics and the accumulation process was first oil and then gas. The buried hill reservoir was a massive reservoir and the Kongdian reservoir was a stratified reservoir. The gas field had multi-channel hydrocarbon intense charge from overpressure source rocks, atmospheric-weak overpressure reservoir favorable for accumulation, thick overpressure mudstone caprock favorable for preservation, and natural gas ultra-late rapid accumulation model. 展开更多
关键词 OFFSHORE Bohai Bay Basin Bozhong 19-6 GAS field CONDENSATE GAS low buried HILL METAMORPHIC rock reservoir accumulation characteristics ARCHEAN
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Measurement of the spatial specific impulse distribution due to buried high explosive charge detonation 被引量:5
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作者 V. Denefeld N. Heider A. Holzwarth 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2017年第3期219-227,共9页
Buried high explosive(HE) charges represent a high threat to military vehicles. The detonation of these charges can lead to significant momentum transfer onto vehicles and their occupants. A detailed understanding of ... Buried high explosive(HE) charges represent a high threat to military vehicles. The detonation of these charges can lead to significant momentum transfer onto vehicles and their occupants. A detailed understanding of the physical processes involved in the loading of vehicle structures is necessary for an optimization of effective countermeasures and protection systems. A quantitative description of the local momentum distribution on the vehicle underbody due to the detonation process is of special importance. In the following, a new test setup is presented that allows the experimental determination of the specific impulse distribution. It is based on a ring arrangement where the elements are nested into each other and the velocity of each ring is correlated with the local specific impulse at its position.The momentum transfer to a vehicle depends on a number of influencing factors such as: charge mass,embedding material(e.g. sand, gravel, clay), density, water content, saturation, depth of burial, ground clearance and vehicle shape. The presented technology is applied to quantify the influence of the embedding material(alluvial sand, quartz sand), the burial depth and the water content on the local specific impulse distribution. The obtained data can be used as initial condition for the numerical simulation of occupant safety assessment and as input for empirical modeling of momentum transfer on structures. 展开更多
关键词 装药爆炸 比冲 军用车辆 测量 空间 炸药 车辆结构 包埋材料
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Water and nitrogen transport characteristics of single-line interference infiltration under film hole irrigation with muddy water and fertilizer
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作者 JIANG Ruirui FEI Liangjun KANG Shouxuan 《排灌机械工程学报》 CSCD 北大核心 2022年第5期496-503,共8页
Based on the experimental data,this study investigated the effect of sand content of muddy water on water and nitrogen transport characteristics of the single-line interference infiltration under film hole irrigation ... Based on the experimental data,this study investigated the effect of sand content of muddy water on water and nitrogen transport characteristics of the single-line interference infiltration under film hole irrigation with muddy water and fertilizer.The relationship between the single-line interference infiltration parameters,the sand content,the wetting front movement distances,and the sand content were all established.The model of the cumulative infiltration volume of per unit film pore area,the vertical and horizontal wetting front movement distance of the free surface,and the wetting front movement distance of the interference center with sand content and infiltration time were proposed.Reveal the law of the change of soil water content and the distribution of NO_(3)^(-)-N content based on different muddy water sand content.The results indicate that at the same infiltration time,as the muddy water sand content increases,the cumulative infiltration volume per unit pore area decreases.The infiltration index of the free infiltration and the single-line interference vary little when the sand content increases,mainly are around 0.64 and 0.58.The relationship between infiltration parameters a,b and the sand content is linear function.At the same location,the more the sand content,the smaller the wetting front movement distance in free surface and the single-line interference surface,the less the NO_(3)^(-)-N content. 展开更多
关键词 film hole irrigation single-line interference infiltration muddy water FERTILIZER sand content NO_(3)^(-)-N content
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某地铁出入口浅埋暗挖通道在复杂环境下的施工技术研究
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作者 朱辉 《价值工程》 2023年第29期67-69,共3页
城市轨道交通工程主要位于城区繁华地段,周边环境复杂,地下管线众多,施工难度较大。明挖法作为地铁出入口常用的施工方法,具备诸多优点,但对道路通行及现状设施的运行都会产生较大影响。浅埋暗挖法在道路通行要求严格、地下管线复杂地... 城市轨道交通工程主要位于城区繁华地段,周边环境复杂,地下管线众多,施工难度较大。明挖法作为地铁出入口常用的施工方法,具备诸多优点,但对道路通行及现状设施的运行都会产生较大影响。浅埋暗挖法在道路通行要求严格、地下管线复杂地段就体现出其优越性。本文结合长沙市地铁6号线农科院农大站4号出入口浅埋暗挖通道穿越高富水砂卵石地层的成功实例,对浅埋暗挖法通道在复杂环境下的施工技术进行研究,为后续浅埋暗挖施工提供可参考的施工经验。 展开更多
关键词 复杂环境 浅埋暗挖通道 高富水砂卵石地层
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神南矿区浅埋近距离煤层开采覆岩导水断裂带发育高度研究 被引量:2
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作者 谢党虎 王建文 +4 位作者 李民峰 郭书全 王二云 马宗宇 杜超杰 《煤矿安全》 CAS 北大核心 2023年第7期221-227,共7页
针对神南矿区浅埋近距离煤层重复采动覆岩导水裂隙可能导通含水层,诱发突水灾害问题,采用理论分析、相似模拟、数值模拟和现场钻孔实测方法研究了柠条塔矿近距离1^(-2)煤和2^(-2)煤开采覆岩导水断裂带发育规律;1^(-2)煤充分采动时,覆岩... 针对神南矿区浅埋近距离煤层重复采动覆岩导水裂隙可能导通含水层,诱发突水灾害问题,采用理论分析、相似模拟、数值模拟和现场钻孔实测方法研究了柠条塔矿近距离1^(-2)煤和2^(-2)煤开采覆岩导水断裂带发育规律;1^(-2)煤充分采动时,覆岩断裂带高度约为50 m,尚未与第四系松散孔隙潜水和侏罗系风化基岩承压水连通;当1^(-2)煤和2^(-2)煤重复采动时,理论预测导水断裂带高度约为136 m,物理和数值模拟得知覆岩断裂带发育高度约为140 m,现场钻孔实测导水断裂带的高度约为135 m,三者非常吻合,断裂带与侏罗系风化基岩承压水连通。提出了超前工作面300 m从回采巷道向侏罗系风化基岩打钻孔疏放承压水的措施,现场实践表明:2^(-2)煤开采过程中未发生突水溃沙事故。 展开更多
关键词 浅埋煤层 近距离煤层 重复采动 导水断裂带高度 突水溃沙
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粉细砂地层隧道涌水涌砂灾害模型试验研究 被引量:1
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作者 杨祥 《城市轨道交通研究》 北大核心 2023年第6期210-215,共6页
近年来盾构在一些大埋深高水压砂层、砂卵石地层掘进时,因隧道内涌水涌砂而诱导的地层坍塌事故时有发生,因此亟需进一步探究隧道涌水涌砂的成灾机理与地层坍塌的破坏过程,为类似工程提供施工指导。基于已有工程案例,设计了隧道涌水涌砂... 近年来盾构在一些大埋深高水压砂层、砂卵石地层掘进时,因隧道内涌水涌砂而诱导的地层坍塌事故时有发生,因此亟需进一步探究隧道涌水涌砂的成灾机理与地层坍塌的破坏过程,为类似工程提供施工指导。基于已有工程案例,设计了隧道涌水涌砂可视化试验装置,研究了水土流失质量和土层横向破坏形态随时间的变化规律,并探讨了粉细砂密实度、模型隧道埋深、地下水位和漏点位置四种因素对隧道涌水涌砂灾害的影响。试验结果表明:盾构隧道涌水涌砂灾害可大致分为三个阶段,即漏水漏砂阶段、快速涌砂阶段和突水破坏阶段,可采用流失水土干物质比作为判别隧道涌水涌砂灾害发展阶段的依据;漏点位置和地下水位对地层渗透破坏的演化过程影响较大;粉细砂密实度越小、隧道埋深越浅、地下水位距地面越近且漏点位于隧道下方时,隧道涌水涌砂灾害发展越剧烈,水土流失质量越大。建议盾构在大埋深富水地层掘进过程中,做好地层加固方案,同时加强隧道,尤其是隧道拱底位置处的防水能力。 展开更多
关键词 盾构隧道 涌水涌砂 漏点位置 地下水位 隧道埋深
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富水砂卵石层超长钢管桩围堰施工技术 被引量:3
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作者 郭斌强 党涛 +3 位作者 王超 王欢 梁慧 晋洋涛 《建筑施工》 2023年第5期966-969,共4页
针对西安地铁10号线跨泾河大桥超长钢管围堰施工面临的砂卵石层沉桩困难、高水头差对围堰的刚度要求高、沉桩精度控制难等问题,采取加工处理锁扣钢管桩、改进钢管桩定位方法、引孔辅助钢管桩下沉、结合渗水情况制定开挖方案、施工承台... 针对西安地铁10号线跨泾河大桥超长钢管围堰施工面临的砂卵石层沉桩困难、高水头差对围堰的刚度要求高、沉桩精度控制难等问题,采取加工处理锁扣钢管桩、改进钢管桩定位方法、引孔辅助钢管桩下沉、结合渗水情况制定开挖方案、施工承台混凝土圈梁等措施,高质量地完成了围堰施工。总结的经验可供类似地质条件下锁扣钢管桩围堰的施工中借鉴。 展开更多
关键词 锁扣钢管桩 围堰 大埋深承台 富水砂卵石层 引孔
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采沙河段桥下溯源冲刷深度计算方法研究
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作者 陈启刚 赵恒 杨文杰 《铁道技术标准(中英文)》 2023年第3期45-50,共6页
河道大规模采沙引起的溯源冲刷是一种剧烈的自然演变冲刷,会显著降低上游跨河桥梁的基础埋置深度,但我国相关规范中尚无关于桥下采沙坑溯源冲刷深度的简易计算方法。为提出一个可供实际工程使用的采沙河段桥下溯源冲刷深度计算公式,采... 河道大规模采沙引起的溯源冲刷是一种剧烈的自然演变冲刷,会显著降低上游跨河桥梁的基础埋置深度,但我国相关规范中尚无关于桥下采沙坑溯源冲刷深度的简易计算方法。为提出一个可供实际工程使用的采沙河段桥下溯源冲刷深度计算公式,采用量纲分析方法分析桥下溯源冲刷深度的主要影响因素,建立桥下溯源冲刷深度计算公式的一般形式,并利用实验及实测数据确定公式待定系数。结果表明,桥下溯源冲刷深度主要受上游来流流速与床沙起动流速之比、水深与采沙坑深度之比、桥位至采沙坑距离与采沙坑深度的影响,桥下溯源冲刷深度随桥位至采沙坑距离增加按指数规律减小,建立的桥下溯源冲刷深度计算公式符合客观规律且与已有数据吻合较好。研究提出的溯源冲刷深度计算方法可为采沙河段桥梁基础埋置深度的设计与评估提供依据。 展开更多
关键词 桥梁 基础埋深 采沙坑 溯源冲刷 计算方法
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钢筋混凝土榫卯框架结构设计研究——建造9.0级大地震不倒塌的安全房屋
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作者 万恒均 杨姝姮 《建筑结构》 北大核心 2023年第S01期268-272,共5页
地震是房屋的克星。榫卯结构,以柔克刚,能化解地震对房屋的破坏力,砂夹石的海绵地基能阻隔地震冲击波,保护房屋的安全。故宫建筑在大地震中屹立不倒是个奇迹。在多层的房屋中,房屋的上部结构采用榫卯连接,下部采用砂石海绵地基隔震,房... 地震是房屋的克星。榫卯结构,以柔克刚,能化解地震对房屋的破坏力,砂夹石的海绵地基能阻隔地震冲击波,保护房屋的安全。故宫建筑在大地震中屹立不倒是个奇迹。在多层的房屋中,房屋的上部结构采用榫卯连接,下部采用砂石海绵地基隔震,房屋就能震而不倒,就能战胜地震的破坏力成为地震的克星。故宫是木结构建筑群,大型木材已是稀缺资源,要复活及推广榫卯结构,需将木材换成钢筋混凝土材料;还有古建筑的木楼梯,已不适合现代大量人流的交通要求,需改造成楼梯间设有楼梯平台的安全楼梯。榫卯结构属于铰接框架体系,铰接框架结构稳定、安全可靠。铰接框架受力刚柔并济,节点变形富有韧性,符合地震区结构大变形的要求。因此榫卯框架是抗震房屋结构的最佳选择。榫卯结构的榫头与卯口是由许多小尺寸的零件组成,现代的钢筋混凝土构件是否可行?众所周知,钢筋混凝土的铰接节点是由两片相邻的钢板所组合而成,而且钢筋混凝土构件有预埋铁件的传统工艺。可将榫卯接头的榫头与卯口用钢板先焊接成形,再埋入混凝土预制梁柱构件内,这样就可将古老的榫卯连接,用现代方式生产出来。另外,榫卯结构是装配式建房的鼻祖。发展榫卯结构符合现代建筑的大方向。 展开更多
关键词 钢筋混凝土榫卯结构 砂石换土地基 燕尾榫 不埋式柱脚基础
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粉细砂地层浅埋暗挖施工优化及控制措施
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作者 陈乐军 张林宏 冉德钦 《山东交通科技》 2023年第4期129-130,136,共3页
粉细砂地层的浅埋暗挖施工,一直是地铁施工的重点研究领域。由于粉细砂地层自稳性差,暗挖施工极易产生坍塌事故,因此保持开挖土体稳定、控制地面沉降成为粉细砂地层浅埋暗挖施工中最重要的课题。结合粉细砂地层浅埋暗挖工程实例,总结施... 粉细砂地层的浅埋暗挖施工,一直是地铁施工的重点研究领域。由于粉细砂地层自稳性差,暗挖施工极易产生坍塌事故,因此保持开挖土体稳定、控制地面沉降成为粉细砂地层浅埋暗挖施工中最重要的课题。结合粉细砂地层浅埋暗挖工程实例,总结施工优化控制措施,为类似地层的暗挖施工提供一定参考。 展开更多
关键词 粉细砂 浅埋暗挖 土体稳定 控制沉降
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