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Titlebook: Infrastructure Sustainability Through New Developments in Material, Design, Construction, Maintenanc; Proceedings of the 6 Anand Tapase,Jef

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樓主: deteriorate
31#
發(fā)表于 2025-3-26 23:49:04 | 只看該作者
,Mechanical Behavior of SMA?8 Modified with Nano Hydrotalcite,’ properties and in recent years there has been research carried out on the influence of modifications through different nanomaterials. Hydrotalcite, which is a type of layered double hydroxide (LDH), has been regarded as a promising modifier, particularly on account of its ability to reflect UV rad
32#
發(fā)表于 2025-3-27 04:07:02 | 只看該作者
Application of Graded Crushed Stone Base in Urban Road Asphalt Pavement, and upper base of GBS was adopted in a road project in Cangzhou City (CZC). The indoor test determined that the optimal water content (OWC) of the GBS mixture was 3.2% and the maximum dry density (MDD) was 2.197?g/cm.; OWC of CRMA is 14.3%, and MDD is 1.81?g/cm.. The investigation results of paveme
33#
發(fā)表于 2025-3-27 08:30:16 | 只看該作者
Investigation on the Mechanical Properties of Low Plasticity Clay Contaminated with Engine Oil,ve shown that the behaviour of granular soil is highly affected by the level of oil contamination. However, studies on the mechanical properties of the oil-contaminated clay remain limited. Hence, this paper aims to investigate the effect of engine oil on the behaviour of clayey soil, particularly i
34#
發(fā)表于 2025-3-27 12:57:12 | 只看該作者
35#
發(fā)表于 2025-3-27 13:58:08 | 只看該作者
Properties of Low Strength and High Fluidity Recycled Aggregates,cess. Cementitious materials such as cement, fly ash, asphalt mixture reclaimed dust, and additives were added to prepare the low strength and high fluidity materials. Volumetric method was used to design the mix proportion of different materials. The optimum mix proportion of 0–5 mm recycled fine a
36#
發(fā)表于 2025-3-27 17:51:44 | 只看該作者
37#
發(fā)表于 2025-3-27 23:26:11 | 只看該作者
38#
發(fā)表于 2025-3-28 04:24:10 | 只看該作者
39#
發(fā)表于 2025-3-28 07:21:54 | 只看該作者
Assessing the Bearing Capacity of Backfills by Stress Wave Velocity and Cone Penetration Resistanceis time consuming and can only obtain the density and water content of backfills. In order to obtain their engineering properties, such as strength or bearing capacity, additional tests such as California Bearing Ratio (CBR) test or plate loading test must be performed. In this study, a miniature dy
40#
發(fā)表于 2025-3-28 11:45:40 | 只看該作者
Potential of Fired Clay Brick for Use as Short Beams and Columns, °C. The molds were formed specially with grooves and protrusions of varied depths and thicknesses on both sides. The molds with groves and protrusions were separately used to cast the various bricks. The bricks with protrusions were then fitted into those with grooves using cement slurry of 0.7 wat
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