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白灰土基层过度压实是水泥混凝土路面快速损坏的主要原因
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作者 景彦平 《中南公路工程》 1997年第3期63-64,共2页
水泥砼路面快速损坏有很多原因,找出主因,对以后完善水泥砼路面设计及施工,并制订有效的水泥砼路面养护对策具有重要意义。文中主要从白灰土基层因过度压实而造成基层表面板体的破坏进行了阐述。
关键词 白灰土基层 过度压实 快速破坏 水泥混凝土路面
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高路堤过度压实的负面影响 被引量:5
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作者 邹维列 王协群 +2 位作者 金亚兵 刘家国 陈祖之 《武汉理工大学学报》 CAS CSCD 北大核心 2009年第6期81-85,共5页
现场和室内试验的实测数据表明,对于高路堤而言,填土压实度过高,会带来如下负面影响:引起能耗大幅度增加,施工成本加大;对于细粒土,堤坡和堤脚更易吸水膨胀而失稳;降低埋深较浅的软弱地基的抗挤出稳定性;对于含水量较大(超过最佳含水量... 现场和室内试验的实测数据表明,对于高路堤而言,填土压实度过高,会带来如下负面影响:引起能耗大幅度增加,施工成本加大;对于细粒土,堤坡和堤脚更易吸水膨胀而失稳;降低埋深较浅的软弱地基的抗挤出稳定性;对于含水量较大(超过最佳含水量)的土,填土密实度超过临界密实度会破坏土的结构,使土强度降低。强调了填土"适度压实"的重要性。 展开更多
关键词 高路堤 过度压实 沉降 稳定性 强度
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Improved model and 3D simulation of densification process for iron powder 被引量:5
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作者 宋毅 李元元 +2 位作者 周照耀 郑振兴 陈普庆 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2010年第8期1470-1475,共6页
A new model for describing the compaction process of iron powder was proposed based on the continuum hypothesis and elliptical yield criterion.To simulate the densification behaviour,the constitutive model was impleme... A new model for describing the compaction process of iron powder was proposed based on the continuum hypothesis and elliptical yield criterion.To simulate the densification behaviour,the constitutive model was implemented in Marc computer program.For the relationship between load and displacement,different models were compared and the influence of the parameters in the constitutive equations was determined by means of simulation and experiments.The density distribution of a balancer was measured and simulated.The results show that the parameterηadopted plays a modification role for the load-displacement curve,and compared with other models the present model fits better with the experimental data in the later stage of the compaction process mainly due to the different parameters A and B.The friction on the contact surface contributes to the inhomogeneous density distribution under large deformation of the workpiece.The comparison between the simulation and experimental data indicates that this model can be used to predict the powder compact process precisely and effectively. 展开更多
关键词 powder compaction SIMULATION IRON density distribution constitutive model
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Water Retention Curve and Particle Breakage of Aggregates Recycled from Demolition Waste 被引量:1
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作者 Alejandra Maria Gomez Jimenez Maircio Muniz de Farias +1 位作者 Manoel Porfirio Cordao Neto Ivan Fernando Otalvaro Calle 《Journal of Civil Engineering and Architecture》 2014年第9期1194-1203,共10页
CDW (construction and demolition wastes) present a high amount of aggregate chips covered with mortar. This results in high absorption of water with a direct impact in particle breakage or disaggregation. It is supp... CDW (construction and demolition wastes) present a high amount of aggregate chips covered with mortar. This results in high absorption of water with a direct impact in particle breakage or disaggregation. It is supposed that intra particle suction plays an important role in this phenomenon. However, WRCs (water retention curves) of CDW are not well understood. In this work, the WRCs of dynamically compacted specimens of aggregates recycled from the demolition of the National Stadium in Brasilia are studied. The objective of this study is to obtain WRCs of the recycled materials by using the pressure plate and filter paper methods. The breaking effect during compaction is quantified from the grain size distribution curves. The particle breakage during compaction increases when the energy is augmented. The results from the WRCs were incorporated into a pore size capillary model to predict pore size distribution. 展开更多
关键词 Construction and demolition wastes water retention curve particle breakage.
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Deformation of ductile cuttings from sandstone in compaction process and experimental study of influence on porosity
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作者 GAO Bo MA Rui +2 位作者 LIU Li LIU Na WANG Yang 《Global Geology》 2015年第1期10-15,共6页
Deformation of ductile cuttings from sandstone in the mechanical compaction process was designed through the "experimental system of triaxial rock deformation",and the influence on porosity was studied by lo... Deformation of ductile cuttings from sandstone in the mechanical compaction process was designed through the "experimental system of triaxial rock deformation",and the influence on porosity was studied by looking into the deformation characteristics of ductile cuttings. The design indexes are as follows: simulated depth 0- 4 000 m,interval depth 500 m,and pressure range 0- 120 MPa at interval of 1. 5 MPa. The experimental results show that the porosity decreases as buried depth increases,indicating a negative relationship between them. The amount of compression was mainly obtained by porosity reduction and cutting deformation. Deformation of ductile cuttings is mainly ductile deformation; and deformation of crystal fragments is mainly expressed as brittle fracture,resulting in decrease of particle size. The research is of certain value for the exploration and development of oil and gas. 展开更多
关键词 ductile cuttings SANDSTONE compaction process POROSITY deformation characteristics
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