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"Nonlinear" characteristics of the static earth pressure coefficient in thick alluvium 被引量:5
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作者 XU Zhi-wei ZENG Kai-hua +3 位作者 WEI Zhou LIU Zhi-qiang ZHAO Xiao-dong TIAN Qiu-hong 《Mining Science and Technology》 EI CAS 2009年第1期129-132,共4页
Exact calculations of the static earth pressure from a thick alluvium require accurate/Co values. These calculations influence the sinking cost and the safety of the freezing method. The static earth pressure coeffici... Exact calculations of the static earth pressure from a thick alluvium require accurate/Co values. These calculations influence the sinking cost and the safety of the freezing method. The static earth pressure coefficient (K0) of thick and deep soil was analyzed using laboratory tests. The results show that the static earth pressure coefficient of thick and deep soils is nonlinear and different from that of superficial soils. The constant of superficial soils is usually invariant and the total stress or incremental stress definitions used in traditional geo-meehanics give the same value. The influence of load increments when calculating for superficial soil is ignored. The difference in values of K0 for thick alluvium defimed by the total stress or the incremental stress methods is over 10%. The effects of the thick alluvium on K0 should be considered during the design of frozen shaft projects. Such things as the frozen shaft thickness and the excavated section height should be chosen to assure the rationality of the design and to avoid potential faults and accidents. 展开更多
关键词 thick alluvium static earth pressure coefficient NONLINEAR ANALYSIS
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Study on the Test Method of Static Earth Pressure Coefficient of Deep Soils 被引量:6
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作者 XU Zhi-wei ZHOU Guo-qing +3 位作者 LIU Zhi-qiang ZHAO Xiao-dong LI Sheng-sheng ZHANG Lei 《Journal of China University of Mining and Technology》 EI 2007年第3期330-334,共5页
The static earth pressure coefficient of soils is,approximately,considered to be a constant in the view of clas-sical soil mechanics. This is supported by many research results. The high pressure experimental research... The static earth pressure coefficient of soils is,approximately,considered to be a constant in the view of clas-sical soil mechanics. This is supported by many research results. The high pressure experimental research and analysis of remolding deep soil described herein indicate that the static earth pressure of thick overburden has a notable non lin-ear characteristic. It also appears larger than that of superficial soils. It is necessary for deep coal mine design and con-struction to consider this particularity of soil pressure so as to avoid engineering accidents and heavy loss of life and property. 展开更多
关键词 thick overburden static earth pressure coefficient experimental research
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An improved outer pipe method for expansive pressure measurement of static cracking agents 被引量:3
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作者 Shuai Xu Pengyuan Hou +1 位作者 Runran Li Fidelis T.Suorineni 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2022年第1期27-39,共13页
Static cracking agent(SCA)is actively investigated as an alternative to explosive blasting for rock breakage due to its immense expansion property.SCA can eliminate the negative effects of shock,noise and harmful gase... Static cracking agent(SCA)is actively investigated as an alternative to explosive blasting for rock breakage due to its immense expansion property.SCA can eliminate the negative effects of shock,noise and harmful gases encountered in explosive blasting processes.Accurate measurement and deep understanding of the expansive properties of SCAs are important in their industrial application.An improved outer pipe method(OPM),termed the upper end surface method(UESM),is proposed in this paper to overcome the shortcomings of the OPM in the expansive pressure measurement of SCAs.Numerical simulation is used to proof the concept and a mathematical model established to relate the internal pressure and the radial strains at different positions in the upper end surface method test equipment.The new equipment is calibrated using oil pressure and strain measurements.The calibrated equipment is then used to measure the expansion pressure of SCA at three different water contents to proof its potential.The differences in the measurements with OPM and UESM at three different moisture contents are less than 4%.The experimental results confirm the accuracy and applicability of the more user friendly and less expensive UESM in the measurement of the expansive pressures of SCAs. 展开更多
关键词 static cracking agent Hydration reaction Expansive pressure measurement Outer pipe method Upper end surface method Numerical simulation
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Study of pressure effects on ocean in-situ detection using laser-induced breakdown spectroscopy 被引量:3
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作者 Jinjia GUO Nan LI +1 位作者 Jiaojian SONG Ronger ZHENG 《Plasma Science and Technology》 SCIE EI CAS CSCD 2019年第3期182-187,共6页
Laser-induced breakdown spectroscopy(LIBS) has attracted extensive attention as a new technique for in-situ marine application. In this work, the influence of deep-sea high pressure environment on LIBS signals was inv... Laser-induced breakdown spectroscopy(LIBS) has attracted extensive attention as a new technique for in-situ marine application. In this work, the influence of deep-sea high pressure environment on LIBS signals was investigated by using a compact LIBS-sea system developed by Ocean University of China for the in-situ chemical analysis of seawater. The results from the field measurements show that the liquid pressure has a significant effect on the LIBS signals. Higher peak intensity and larger line broadening were obtained as the pressure increases. By comparing the variations of the temperature and salinity with the LIBS signals, a weak correlation between them can be observed. Under high pressure conditions, the optimal laser energy was higher than that in air environment. When the laser energy exceeded 17 mJ, the effect of laser energy on the signal intensity weakened. The signal intensity decreases gradually at larger delays. The obtained results verified the feasibility of the LIBS technique for the deep-sea in-situ detection, and we hope this technology can contribute to surveying more deep-sea environments such as the hydrothermal vent regions. 展开更多
关键词 LASER-INDUCED BREAKDOWN spectroscopy deep-sea IN-SITU detection pressure effect plasma EMISSION
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Effect of particle gradation of aluminum on the explosion field pressure and temperature of RDX-based explosives in vacuum and air atmosphere 被引量:11
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作者 Fan Jiang Xiao-feng Wang +4 位作者 Ya-feng Huang Bo Feng Xuan Tian Yu-lei Niu Kun Zhang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2019年第6期844-852,共9页
To optimize the energy output and improve the energy utilization efficiency of an aluminized explosive,an explosion device was developed and used to investigate the detonation pressure and temperature of R1(A16)alumin... To optimize the energy output and improve the energy utilization efficiency of an aluminized explosive,an explosion device was developed and used to investigate the detonation pressure and temperature of R1(A16)aluminum powder and the aluminum powder particle gradation of R2(Al6+Al13),R3(Al6+Al24)and R4(Al6+AI flake)in a confined space.By using gas chromatography,quantitative analysis and calculations were carried out to analyze the gaseous detonation products.Finally,the reaction ratios of the aluminum powder and the explosion reaction equations were calculated.The results show that in a confined space,the quasi-static pressures and equilibrium temperature of the aluminum powder in air are higher than in vacuum.In vacuum,the quasi-static pressures and equilibrium temperatures of the samples in descending order are R1>R3>R4>R2 and R3>R4>R1>R2,respectively.In air,the quasi-static pressures and equilibrium telperatures of the samples in descending order are R1>R2>R4>R3 and R1>R4>R2>R3,respectively.R4(Al6+AI flake)and R3(Al6+A124)have relatively higher temperatures after detonation,which shows that the particle gradation method can enhance the reaction energy output of aluminum during the initial reaction stage of the explosion and increase the reaction ratio by10.6%and 8.0%,respectively.In air,the reaction ratio of AI6 aluminum powder can reach as high as 78.16%,and the reaction ratio is slightly reduced after particle gradation.Finally,the reaction equations of the explosives in vacuum and in air were calculated by quantitative analysis of the explosion products,which provides a powerful basis for the study of RDX-based explosive reactions. 展开更多
关键词 Particle gradation Quasi-static pressure Equilibrium temperature Reaction ratio
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Application of high-pressure water jet technology and the theory of rock burst control in roadway 被引量:19
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作者 Yang Zengqiang Dou Linming +3 位作者 Liu Chang Xu Mengtang Lei Zhen Yao Yahu 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第5期929-935,共7页
This paper puts forward using high-pressure water jet technology to control rock burst in roadway, and analyzes the theory of controlling rock burst in roadway by the weak structure zone model. The weak structure zone... This paper puts forward using high-pressure water jet technology to control rock burst in roadway, and analyzes the theory of controlling rock burst in roadway by the weak structure zone model. The weak structure zone is formed by using high-pressure water jet to cut the coal wall in a continuous and rotational way. In order to study the influence law of weak structure zone in surrounding rock, this paper numerically analyzed the influence law of weak structure zone, and the disturbance law of coal wall and floor under dynamic and static combined load. The results show that when the distance between high-pressure water jet drillings is 3 m and the diameter of drilling is 300 mm, continuous stress superposition zone can be formed. The weak structure zone can transfer and reduce the concentrated static load in surrounding rock, and then form distressed zone. The longer the high-pressure water jet drilling is, the larger the distressed zone is. The stress change and displacement change of non-distressed zone in coal wall and floor are significantly greater than that of distressed zone under dynamic and static combined load. And it shows that the distressed zone can effectively control rock burst in roadway under dynamic and static combined load. High-pressure water jet technology was applied in the haulage gate of 250203 working face in Yanbei Coal Mine, and had gained good effect. The study conclusions provide theoretical foundation and a new guidance for controlling rock burst in roadway. 展开更多
关键词 High-pressure water jet technology Rock burst Weak structure zone Dynamic and static combined load
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Spectral characteristics of underwater laser-induced breakdown spectroscopy under high-pressure conditions
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作者 Lintao WANG Ye TIAN +4 位作者 Ying LI Yuan LU Jinjia GUO Wangquan YE Ronger ZHENG 《Plasma Science and Technology》 SCIE EI CAS CSCD 2020年第7期28-35,共8页
Laser-induced breakdown spectroscopy(LIBS) has been proven to be an attractive technique for in situ oceanic applications.However,when applying LIBS into deep-sea,the pressure effect caused by different ocean depths i... Laser-induced breakdown spectroscopy(LIBS) has been proven to be an attractive technique for in situ oceanic applications.However,when applying LIBS into deep-sea,the pressure effect caused by different ocean depths is inescapable and could have great influence on the LIBS signals.In this work,spectral characteristics of underwater LIBS were investigated as a function of pressure in the range of 0.1-45 MPa.A high-pressure chamber built in the laboratory was used to simulate the high-pressure deep-sea environment.Optimal laser energy and detection delay were first determined under different pressure conditions and were shown to be independent of the external pressure.The increase in pressure has a significant impact both on the peak intensity and line broadening of the observed spectra.The peak intensity of Na,Li and K lines increases with the increasing pressure until a maximum intensity is reached at 12.5 MPa.Above this value,the peak intensity decreases gradually up to 45 MPa.For Ca line,the maximum intensity was observed at 30 MPa.The line broadening keeps constant at low pressures from 0.1-10 MPa,while it increases linearly at higher pressures,indicating a higher electron density caused by the compression effect of the high external pressure.We also compared the spectral data obtained from the high-pressure chamber and from the field sea trials,and the good consistency between the laboratory data and sea-trial data suggested the key role of pressure effect on underwater LIBS signals for practical deep-sea applications. 展开更多
关键词 underwater laser-induced breakdown spectroscopy spectral characteristics high-pressure chamber pressure effect deep-sea application
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漫谈变风量空调系统优化设计 被引量:1
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作者 陈向阳 《暖通空调》 2025年第1期15-22,共8页
讨论了变风量空调系统设计中有关短风道多机房、双风机系统、风道同程设计、三通风管旁通管的静压复得、末端风管的对称同程设计、软管的使用、变风量末端装置选型等设计因素。通过对这些问题的探讨,明确了优化变风量空调系统设计的方向。
关键词 变风量空调系统 优化设计 室内静压控制 双风机 风道同程 静压复得 变风量末端装置
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基于DGPS的通用航空飞机静压源误差修正方法
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作者 刘畅 王银坤 《航空计算技术》 2025年第2期33-36,42,共5页
大气数据系统对于飞机的飞行安全起着至关重要的作用,飞行的各个阶段都依赖于准确的大气数据。但是,基于气压的空速和高度系统在测量飞机全压、静压时容易出现误差,这会导致在驾驶舱中显示的指示空速、气压高度、升降速度等重要数据出... 大气数据系统对于飞机的飞行安全起着至关重要的作用,飞行的各个阶段都依赖于准确的大气数据。但是,基于气压的空速和高度系统在测量飞机全压、静压时容易出现误差,这会导致在驾驶舱中显示的指示空速、气压高度、升降速度等重要数据出现偏差,对飞行人员操纵飞机造成影响。所以,对误差的修正是至关重要的。对静压源误差的定义、产生和影响因素进行了分析与说明,提出了一种基于差分GPS(Differential GPS,DGPS)的静压源误差修正方法,并在一架Cessna172S飞机上开展了飞行试验。通过将本修正方法与两种传统修正方法的飞行试验结果进行对比,证明了本修正方法是准确、可行且具有一定优势的。 展开更多
关键词 大气数据系统 静压源误差 差分GPS 误差修正
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古建桥梁修缮与顶升设计研究
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作者 苏冠兴 孙勇 《建筑技术》 2025年第4期404-407,共4页
建于1934年的仁寿桥为三孔钢筋混凝土桥,具有一定的古建文物价值。因年久失修,桥梁混凝土脱落,钢筋锈蚀,且经历多次船舶撞击等特殊灾害造成结构损伤。根据“修旧如旧”的原则,对房屋的损伤现状进行分析,提出修复方案;对桥梁墩台进行加固... 建于1934年的仁寿桥为三孔钢筋混凝土桥,具有一定的古建文物价值。因年久失修,桥梁混凝土脱落,钢筋锈蚀,且经历多次船舶撞击等特殊灾害造成结构损伤。根据“修旧如旧”的原则,对房屋的损伤现状进行分析,提出修复方案;对桥梁墩台进行加固,基础采用增设锚杆静压桩法加固。因两岸道路多次施工,造成路面高于桥面,提出顶升抬高桥面的方法,满足了通行要求。 展开更多
关键词 古建桥梁 顶升法 锚杆静压桩法 修旧如旧
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静压下含螺旋体空腔型覆盖层的吸声特性研究
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作者 应江 陈文炯 《舰船科学技术》 北大核心 2025年第1期113-119,共7页
为了提高传统空腔型覆盖层在静压下的吸声性能,设计一种含有螺旋体结构的空腔型吸声覆盖层。在COMSOL中构建了吸声覆盖层的声学计算模型,研究了在不同静压作用下传统空腔型覆盖层与含螺旋体空腔型覆盖层的最大形变量与吸声性能。结果表... 为了提高传统空腔型覆盖层在静压下的吸声性能,设计一种含有螺旋体结构的空腔型吸声覆盖层。在COMSOL中构建了吸声覆盖层的声学计算模型,研究了在不同静压作用下传统空腔型覆盖层与含螺旋体空腔型覆盖层的最大形变量与吸声性能。结果表明,在静水压力作用下,含螺旋体空腔型覆盖层的最大形变量要比传统空腔型覆盖层的最大形变量要小,最大形变量下降百分比随静压的增大而减小,并且始终保持在20%~30%之间,对比2种吸声覆盖层的吸声性能发现,螺旋体的加入,使覆盖层在100~10000 Hz频段内的平均吸声系数提高了20%~25%,平均吸声系数提升百分比随静压的增大而增大。 展开更多
关键词 静压 形变量 螺旋体 吸声系数
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多级液力透平叶轮和导叶内非定常压力脉动研究
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作者 苗森春 田旺龙 《兰州理工大学学报》 北大核心 2025年第1期55-65,共11页
在运行过程中压力脉动是影响多级液力透平稳定运行的关键因素之一.为了研究多级液力透平内部的压力脉动规律,选用RNG k-ε湍流模型进行非定常数值计算,通过在各级过流部件内设置不同的监测点,得到各过流部件的压力脉动数据,并对其进行... 在运行过程中压力脉动是影响多级液力透平稳定运行的关键因素之一.为了研究多级液力透平内部的压力脉动规律,选用RNG k-ε湍流模型进行非定常数值计算,通过在各级过流部件内设置不同的监测点,得到各过流部件的压力脉动数据,并对其进行时域和频域分析.结果表明:叶轮内压力脉动的主频与叶轮的转频密切相关;在最优工况下,叶轮与正导叶之间的动静干涉是引起叶轮内压力脉动的主要原因;在其他流量工况下,叶轮与正导叶之间的动静干涉、叶轮内流动不稳定是导致叶轮内监测点压力脉动增大的主要原因;各级正导叶的主频与叶轮的叶频密切有关,且正导叶的主频等于叶轮的叶频,沿着正导叶的流道越靠近叶轮压力脉动越大;反导叶内压力脉动比较紊乱,没有明显的变化规律. 展开更多
关键词 多级液力透平 压力脉动 数值模拟 动静干涉
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基于离合式承压箱的复合地基静载荷检测技术
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作者 万业强 《科学技术创新》 2025年第2期209-212,共4页
本文主要介绍了一种基于离合式承压箱的复合地基静载荷检测技术。以某厂房的水泥搅拌桩加固软土地基工程为例,随机选取20根柱分别使用常规承压板和离合式承压箱进行了复合地基静载荷检测,同时使用ABAQUS软件构建复合地基模型进行了数值... 本文主要介绍了一种基于离合式承压箱的复合地基静载荷检测技术。以某厂房的水泥搅拌桩加固软土地基工程为例,随机选取20根柱分别使用常规承压板和离合式承压箱进行了复合地基静载荷检测,同时使用ABAQUS软件构建复合地基模型进行了数值模拟。采用分级加荷的方式,分别测定不同荷载下的复合地基沉降量。结果表明,基于离合式承压箱的检测结果更接近数值模拟结果,说明该检测技术具有更高的精确性。在桩土应力比方面,基于离合式承压箱的复合地基桩土应力比曲线中,桩土应力比与荷载的线性关系更好。综上,基于离合式承压箱的复合地基静载荷检测技术具有节约时间、精度更高的优势。 展开更多
关键词 离合式承压箱 承压板 复合地基 静载荷检测
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采动增量静载荷加载下煤层卸压钻孔响应规律及其极限性
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作者 潘俊锋 马宏源 +3 位作者 邹磊 马文涛 吕大钊 闫耀东 《采矿与岩层控制工程学报》 北大核心 2025年第1期34-48,共15页
为了探索煤层巷帮大直径预卸压钻孔在工作面超前支承压力等增量静载加载条件下的防冲卸压效应,采用理论分析、室内试验以及数值模拟等方法,对采动增量静载加载条件下煤层卸压钻孔响应规律及其极限性进行了研究。理论分析结果表明,静载... 为了探索煤层巷帮大直径预卸压钻孔在工作面超前支承压力等增量静载加载条件下的防冲卸压效应,采用理论分析、室内试验以及数值模拟等方法,对采动增量静载加载条件下煤层卸压钻孔响应规律及其极限性进行了研究。理论分析结果表明,静载加载下,大直径钻孔二次调整,破裂区和塑性区发生扩展变化,降低了增量静载的集中程度,但随着加载程度的升高,破裂区煤体逐渐塌落,碎胀后充满整个钻孔,自由变形补偿空间减小,并约束塑性区的扩展,卸压能力逐渐减弱。室内试验结果表明,钻孔煤样峰值强度与加载速度具有明显的正相关性;输入的弹性能和加载速度成正相关;耗散能与加载速度成负相关。数值模拟结果表明,随着静载加载速度及应力集中程度的增加,钻孔卸压区范围和卸压幅度逐渐减小,钻孔围岩塑性区体积逐渐减小,卸压区内的峰值弹性能逐渐升高,钻孔耗散弹性能的能力降低;引入卸压幅度、应力增幅以及弹性能储能率3个指标,分析了大直径钻孔的响应卸荷极限性。研究结果可为类似条件下的钻孔卸压方案设计提供参考。 展开更多
关键词 冲击地压 增量静载 大直径卸压钻孔 响应规律 卸压极限性
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SiCp/Al超低温材料流动行为和本构模型构建
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作者 郭维诚 吴杰 +1 位作者 郭淼现 孙启梦 《材料导报》 北大核心 2025年第4期200-207,共8页
碳化硅颗粒增强铝基复合材料(SiCp/Al)由于优异的综合性能在航空航天领域应用广泛,而超低温处理已被证明在材料成形工艺中能进一步提升材料性能,面对愈加苛刻的工业要求,研究SiCp/Al在超低温下的流变特性显得尤为重要。本工作通过电子... 碳化硅颗粒增强铝基复合材料(SiCp/Al)由于优异的综合性能在航空航天领域应用广泛,而超低温处理已被证明在材料成形工艺中能进一步提升材料性能,面对愈加苛刻的工业要求,研究SiCp/Al在超低温下的流变特性显得尤为重要。本工作通过电子拉伸试验机对20%SiCp/Al进行了-196℃下准静态拉伸试验,并利用分离式霍普金森压杆装置进行了温度范围-196~20℃、应变率范围1 000~3 000 s^(-1)的动态压缩试验。结果表明,SiCp/Al的应变率强化效应不显著,而超低温对材料的流动应力具有显著的强化效果。结合位错运动、应变硬化与动态再结晶软化分析了材料流动行为的变形机制。综合考虑应变、温度和应变率对材料流变特性影响的耦合效应对所建立的Johnson Cook本构模型进行修正,对比发现,修正Johnson Cook(MJC)模型能够较好地反映材料不同条件下的流动应力,预测误差降低了50%以上。 展开更多
关键词 SICP/AL 分离式霍普金森压杆 静动态力学性能 超低温 本构模型
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基于ANSYS的钢闸门静水压力及振动特性分析
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作者 李彦军 《东北水利水电》 2025年第1期33-36,71,共5页
为了评估钢闸门的安全性能,本文使用Inventor对钢闸门进行3D建模,以ANSYS为分析平台,分析钢闸门在静水工作状态下的应力、应变及变形情况;对钢闸门进行了模态分析,得到了前6阶振型及固有频率。分析结果表明,钢闸门的设计完全满足规范要... 为了评估钢闸门的安全性能,本文使用Inventor对钢闸门进行3D建模,以ANSYS为分析平台,分析钢闸门在静水工作状态下的应力、应变及变形情况;对钢闸门进行了模态分析,得到了前6阶振型及固有频率。分析结果表明,钢闸门的设计完全满足规范要求,并具有较大安全裕度,可通过调整钢闸门主次梁结构及布置形式达到减少设计成本的目的,可为钢闸门的安全校核及设计优化提供参考。 展开更多
关键词 水工钢闸门 ANSYS 静水压力 模态分析 振动
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PHC预应力高强混凝土管桩静压植桩施工技术研究
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作者 董腾 《北方建筑》 2025年第1期90-93,共4页
在黏土、淤泥等软土地质条件下,管桩施工通常采用锤击或振动沉桩法。然而,在遇到砂卵石、岩层及含有孤石的坚硬地质条件时,这些方法则存在很大的局限性。静压植桩机施工技术的引入,能够有效解决复杂地质条件下管桩无法成桩的难题。基于... 在黏土、淤泥等软土地质条件下,管桩施工通常采用锤击或振动沉桩法。然而,在遇到砂卵石、岩层及含有孤石的坚硬地质条件时,这些方法则存在很大的局限性。静压植桩机施工技术的引入,能够有效解决复杂地质条件下管桩无法成桩的难题。基于此,本文以某工程地基施工为例,阐述了PHC预应力管桩试桩的施工过程,分析了长螺旋引孔施工技术、长螺旋潜孔锤钻孔施工技术及静压植桩施工技术,形成的螺旋钻与静压植桩相结合的施工技术,该技术具备在坚硬地质条件下进行引孔及静力压桩等多种功能。通过工程实践,PHC预应力混凝土管桩的静压植桩施工方法取得了良好的成效,可为类似工程提供参考。 展开更多
关键词 混凝土管桩 钻孔 静压植桩 坚硬地质
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巷旁静态胀裂切顶卸压技术应用研究
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作者 李新 《煤矿现代化》 2025年第2期53-58,共6页
为解决煤矿井下沿空留巷巷道因受相邻工作面回采动压影响造成巷道矿压显现剧烈、围岩变形量大等问题,在现有沿空留巷切顶卸压技术基础上提出静态胀裂切顶卸压技术,用于切断沿空留巷巷道顶板与相邻工作面上覆岩层顶板联系,通过理论分析... 为解决煤矿井下沿空留巷巷道因受相邻工作面回采动压影响造成巷道矿压显现剧烈、围岩变形量大等问题,在现有沿空留巷切顶卸压技术基础上提出静态胀裂切顶卸压技术,用于切断沿空留巷巷道顶板与相邻工作面上覆岩层顶板联系,通过理论分析、计算及实验测定等方法,确定静态胀裂切顶卸压关键技术参数并制定具体技术方案,通过井下现场应用,结果表明,留巷巷道高度最大减小1.05 m,宽度最大减小0.65m,巷道围岩变形量最大显著减小,达到预期效果。 展开更多
关键词 沿空留巷 静态胀裂切顶卸压 静态胀裂剂 围岩变形
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浅岩层静压植桩施工技术
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作者 范洪波 赵东旭 +1 位作者 马圣毅 薛慧鹏 《建筑技术》 2025年第2期223-225,共3页
在拟利用场地局部较浅风化岩层作基础持力层时,通过对比预应力管桩、钻孔灌注桩、复合地基等传统形式的优缺点,最终确定了静压管桩与静压植桩相结合的方案。静压植桩技术先利用旋挖桩机引孔至岩面或入岩一定深度,然后浇筑强度为C30水下... 在拟利用场地局部较浅风化岩层作基础持力层时,通过对比预应力管桩、钻孔灌注桩、复合地基等传统形式的优缺点,最终确定了静压管桩与静压植桩相结合的方案。静压植桩技术先利用旋挖桩机引孔至岩面或入岩一定深度,然后浇筑强度为C30水下细石混凝土,最后用静压桩机将管桩穿过自制垂直度控制装置,并压至设计压力值。通过在实际工程中的应用,验证了该技术的可行性、可靠性,其桩身垂直度、完整性、单桩竖向承载力均得到了良好控制;该技术与传统静压工艺的结合,降低了工程造价,缩短了施工工期,还减少了锤击植桩产生的噪声。 展开更多
关键词 风化岩持力层 静压管桩 植桩
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轮式转载破碎机行走回路静压驱动设计
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作者 刘玉波 《煤矿机械》 2025年第2期4-6,共3页
转载破碎机主要采用履带行走方式,行走速度较慢。重新设计一种发动机驱动的轮式转载破碎机,采用静压轮边驱动行走方式,实现快速调机。结合DA控制技术,对静压驱动的系统参数进行匹配计算,完成元部件选型及整机装配,现场测试其设计参数,... 转载破碎机主要采用履带行走方式,行走速度较慢。重新设计一种发动机驱动的轮式转载破碎机,采用静压轮边驱动行走方式,实现快速调机。结合DA控制技术,对静压驱动的系统参数进行匹配计算,完成元部件选型及整机装配,现场测试其设计参数,满足使用需求。 展开更多
关键词 静压传动 轮边驱动 DA控制 轮式转载破碎机
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