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对已脱落劈裂材让尺问题的探讨 被引量:2
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作者 王春祥 王桂荣 +1 位作者 吴庆 景利民 《森林工程》 1997年第1期5-6,9,共3页
本文通过对呼中贮木场原木劈裂情况的调查,探讨了已脱落劈裂材让尺的一般规律,并进行了材积和售价的对比。
关键词 已脱落劈裂材 让尺规律
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劈裂材检量方法的商榷
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作者 王春香 王丽艳 《吉林林业科技》 2013年第6期52-53,共2页
GB/T144—2003《原木检验》对劈裂材的检量方法进行了规定,但在实际生产中,这些规定有不尽合理之处。本文对其进行了分析,并提出了修改建议。
关键词 劈裂材 检量方法
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简化原木劈裂材检量方法的研究
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作者 罗积长 黄国强 《福建林学院学报》 CSCD 北大核心 2003年第3期229-231,共3页
通过对原木劈裂材的检量与计算存在问题的分析,建议将已脱落劈裂材的检算方法统一改为让径级.
关键词 原木 劈裂材 检量方法 让径级
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论劈裂材检验
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作者 孙高 《黑龙江科技信息》 2014年第18期256-256,共1页
在我国当前森林工业中,其木材的产量在不断的下滑,木材的生产数量也在随着生产体系的发展而不断的减少,这直接导致木材价格不断攀升。在这一过程中,木材企业要想能够使得企业本身的经济效益大幅度提高,促使木材企业的利润能够最大化,而... 在我国当前森林工业中,其木材的产量在不断的下滑,木材的生产数量也在随着生产体系的发展而不断的减少,这直接导致木材价格不断攀升。在这一过程中,木材企业要想能够使得企业本身的经济效益大幅度提高,促使木材企业的利润能够最大化,而实现这一目的多个方面中,木材检验便是至关重要的一个环节。主要针对木材检验工作中劈裂柴的检验工作进行了全面详细的探讨。 展开更多
关键词 劈裂材 检验措施 大头 小头
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原木检验问题的研讨 被引量:4
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作者 黄国强 《林业勘察设计》 2003年第1期96-98,共3页
对原木检验中检尺径进舍方法、劈裂材检算方法及原木评等中漏节计算方法三个方面的不合理性进行了分析研究,提出了原木检验的修改方法。
关键词 原木检验 问题 检尺径 劈裂材 检算方法
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Strength characteristics of modified polypropylene fiber and cement-reinforced loess 被引量:10
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作者 YANG Bo-han 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第3期560-568,共9页
The reinforcement and stabilization of loess soil are duscussed by using fibers as the reinforcement and cement as the stabilization materials.To study the strength characteristics of loess soil reinforced by modified... The reinforcement and stabilization of loess soil are duscussed by using fibers as the reinforcement and cement as the stabilization materials.To study the strength characteristics of loess soil reinforced by modified polypropylene(MPP) fiber and cement,samples were prepared with six different fiber contents,three different cement contents,three different curing periods and three kinds of fiber length.The samples were tested under submergence and non-submergence conditions for the unconfined compressive strength(UCS),the splitting tensile strength and the compressive resilient modulus.The results indicated that combined reinforcement by PP fiber and cement could significantly improve the early strength of loess to 3.65–5.99 MPa in three days.With an increase in cement content,the specimens exhibited brittle fracture.However,the addition of fibers gradually modified the mode of fracture from brittle to ductile to plastic.The optimal dosage of fiber to reinforce loess was in the range of 0.3%–0.45% and the optimum fiber length was 12 mm,for which the unconfined compressive strength and tensile strength reached their maxima.Based on the analysis of failure properties,cement-reinforced loess specimens were susceptible to brittle damage under pressure,and the effect of modified polypropylene fiber as the connecting "bridge" could help the specimens achieve a satisfactory level of ductility when under pressure. 展开更多
关键词 fiber-reinforced soil cement-stabilized soil LOESS mechanical properties fracture characteristics
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Studying the Properties of Lightweight Concrete Using Construction Materials Waste
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作者 Aamer Najim Abbas Hussain Haider Abdulzahra 《Journal of Environmental Science and Engineering(A)》 2015年第6期295-302,共8页
The main purpose of this research is to study the mechanical properties of lightweight concrete through the using of different types of lightweight aggregate. Three types of lightweight aggregate were used in this stu... The main purpose of this research is to study the mechanical properties of lightweight concrete through the using of different types of lightweight aggregate. Three types of lightweight aggregate were used in this study for the production of lightweight concrete. These types are red block aggregate, red ceramic aggregate and white thermostone aggregate. All these types have been brought from construction waste. A comparison of the properties of lightweight concrete with normal concrete is the most important goal of this study. The most important properties of concrete, which were compared with each other is compressive strength, static modulus of elasticity, splitting tensile strength and slump flow. 展开更多
关键词 Lightweight concrete red block aggregate red ceramic aggregate white thermostone aggregate.
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Analysis of Shop cold water stability of asphalt concrete composite
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作者 Weijie Li 《International Journal of Technology Management》 2015年第5期1-3,共3页
He cold asphalt concrete is laid composite that combines the advantages of rigid cement concrete and asphalt concrete flexible pavement materials and new waterproof materials, and it is also known as semi-rigid concre... He cold asphalt concrete is laid composite that combines the advantages of rigid cement concrete and asphalt concrete flexible pavement materials and new waterproof materials, and it is also known as semi-rigid concrete or semi-rigid waterproof concrete. Cold paved asphalt concrete composite retains the advantages of rigid and flexible waterproof material waterproof material which abandoned both of their inadequacies, is waterproof material with a wide range of space research and application prospects. This study immersion Marshall test and freeze-thaw split test two test methods for cold-laid asphalt concrete composite conducted a comprehensive analysis of the stability of the water; the highest draw AC1-6 AC-20 immersion Marshall stability and 20.59, respectively, by testing MPa and 19.96 Mpa, freeze-thaw splitting strength to reach the highest ratio of 91% and 93% respectively, the value specification can be met, and through the analysis of the test data to identify the content of the asphalt cement content and cold water laid asphalt compound affect the stability of the peak will occur, so that it can be combined with concrete interfacial adhesion studies to further the comprehensive and accurate assessment of water resistance of the material. 展开更多
关键词 cold-laid asphalt concrete composite water resistance strength test
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