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浅埋隧道高压喷射灌浆初期强度性能测试研究
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作者 黄德敏 《西部交通科技》 2020年第1期123-125,168,共4页
在软土地基隧道施工中,采用水平高压喷射灌浆柱是一种常用的支护方法。灌浆柱在制作完成初期(24h以内)强度随时间变化较大,过早安装有可能会引起支护断裂,严重时引发地表沉降,而安装时间过长又会影响施工周期,因此有必要对灌浆柱制作完... 在软土地基隧道施工中,采用水平高压喷射灌浆柱是一种常用的支护方法。灌浆柱在制作完成初期(24h以内)强度随时间变化较大,过早安装有可能会引起支护断裂,严重时引发地表沉降,而安装时间过长又会影响施工周期,因此有必要对灌浆柱制作完成初期的强度变化情况进行研究。文章对灌浆混合料强度初期变化情况进行了相关测试,包括无侧限抗压强度和杨氏模量的测试,此外,灌浆设备采用绝缘设置,以便测量浇筑过程中的温度变化情况。 展开更多
关键词 高压喷射灌浆 隧道支护 强度性能测试
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落叶松规格材加工利用技术研究 被引量:3
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作者 叶克林 吕建雄 《木材工业》 北大核心 2010年第6期1-3,11,共4页
介绍"十一五"国家科技支撑计划"高强度结构材加工利用技术"课题中,对我国主要的商品林树种之一——落叶松,在规格材的优化加工、分级、无损检测、强度性能测试及木构件连接等关键技术研究方面,取得的重点创新成果... 介绍"十一五"国家科技支撑计划"高强度结构材加工利用技术"课题中,对我国主要的商品林树种之一——落叶松,在规格材的优化加工、分级、无损检测、强度性能测试及木构件连接等关键技术研究方面,取得的重点创新成果。这些成果开创性地解决了我国利用国产资源加工结构用规格材的关键性和共性技术问题,并且为我国落叶松资源的高效利用,提供了新的技术途径。 展开更多
关键词 落叶松商品林 规格材 优化加工 分级 无损检测 强度性能测试 构件连接
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Thermo-plasticity of high-strength and high-ductility 7050 aluminum ingot 被引量:2
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作者 邓英 尹志民 丛福官 《Journal of Central South University》 SCIE EI CAS 2012年第5期1169-1174,共6页
Thermo-plasticity of homogenized 7050 aluminum ingot was investigated by instantaneous tensile tests conducted at different temperatures. The results show that, with the increase of testing temperatures, the strength ... Thermo-plasticity of homogenized 7050 aluminum ingot was investigated by instantaneous tensile tests conducted at different temperatures. The results show that, with the increase of testing temperatures, the strength decreases, and the plasticity increases firstly and then decreases in homogenized 7050 ingot. When the studied alloy is deformed between 380℃ and 420℃, the deformation resistance is lower and plasticity is better. And the actual heating temperature for ingot before hot extrusion should be controlled between 360 ~C and 400 ~C. At low tensile temperatures, the deformation structure is mainly composed of dislocation substructure. With the increase of testing temperatures, transgranular fracture transforms into intergranular fracture progressively during deformation. At high tensile temperatures, the grain boundaries are weakened, deformation is concentrated at the grain boundaries and the re-orientation of equilibrium phases at grain boundaries appears. 展开更多
关键词 7050 alloys tensile test thermo-plasticity microstructure mechanical property
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Preparation and strain sensing properties of carbon nanotube composite yarns
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作者 Nian-Hua Zhu Wei Liu De-Liang Zhang 《International English Education Research》 2015年第9期90-92,共3页
The mechanical and strain sensing properties of carbon nanotube composite yarns (CNTs/PDMS) with different weight percent of PDMS were studied. The CNT/PDMS composite yarn was prepared by infiltration method. Pictur... The mechanical and strain sensing properties of carbon nanotube composite yarns (CNTs/PDMS) with different weight percent of PDMS were studied. The CNT/PDMS composite yarn was prepared by infiltration method. Pictures of diameter of CNT composite yarns were obtained though polarized light microscope. Resistance change values of CNT composites under stretching were obtained though the single fiber strength tester and digital multimeter and related mechanical, electrical software. The changes of mechanical properties. electrical properties and sensing pertbrmance of pure and composite CNT yarns were discussed and analyzed. The results showed that the strength of CNT yarn declined after it was composited with PDMS polymer. In addition, the conductivity and sensing performance of CNT yarns improved significantly. The most suitable CNT composite yam occurs at PDMS mass fraction of 1% when strength and sensing properties were all considered. 展开更多
关键词 CNTs yarn PDMS composite yarn sensing property
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Experiments on and predictions about properties of sand bonded by microbe cement 被引量:1
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作者 QIAN ChunXiang RONG Hui +1 位作者 YU XiaoNiu WANG Xin 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2016年第8期1186-1193,共8页
Microbe cement as a new bonding material is presented. Sandstone (0.05 m diameter, 0.5 m height) and sandpile (0.125 m^3) are joined by microbe cement to make a whole body. Evolutions in the related properties of ... Microbe cement as a new bonding material is presented. Sandstone (0.05 m diameter, 0.5 m height) and sandpile (0.125 m^3) are joined by microbe cement to make a whole body. Evolutions in the related properties of treated sand samples are examined through compressive strength and calcite content. Results indicate that the structure of the cemented body is nonuniform, that the calcite content decreases with distance from the injection port, and that the compressive strength also decreases with dis- tance from the injection port. In addition, evolutions in the measured calcite content and compressive strength are summarized by a numerical model that considers microbe concentration distribution. The numerical results of the calcite content at different positions for 0.5 m height sandstone are similar to the test results, and the experimental results for calcite content and compres- sive strength of 0.125 m^3 cubic sandpile are similar to the numerical results. Prediction results indicate that the simulations should become a significant supplementary tool when microbe cement is applied in actual engineering projects. 展开更多
关键词 microbe cement compressive strength CALCITE numerical model
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