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Fine Sand and Clay Sediment Acoustic Properties of the Novel Sediment Sample from the Arabian Sea:Experimental Investigations and Biot−Stoll Model Validation
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作者 Shahabuddin SHAIKH HUANG Yi-wang +1 位作者 zhang ze-chuan Habib Hussain ZUBERI 《China Ocean Engineering》 SCIE EI CSCD 2024年第1期169-180,共12页
The present study explores the physical and acoustic characteristics of fine sand and clay in novel seabed marine sediments from of Pakistan coastline of the Arabian Sea.The measured physical parameters included mean ... The present study explores the physical and acoustic characteristics of fine sand and clay in novel seabed marine sediments from of Pakistan coastline of the Arabian Sea.The measured physical parameters included mean grain size,mass density,bulk density,salinity,porosity,permeability,pore size and mineralogical composition.Acoustic properties,including sound speed and attenuation,in the high frequency range of 90-170 kHz were analyzed.A controlled laboratory setup with the acoustic transmission method and Fourier transform techniques was utilized to examine the sound propagation and absorption of novel seabed sediments.The standard deviation of mean sound speed in fresh water was 0.75 m/s,and attenuation was observed in the range of 0.43 to 0.61 dB/m.The mean sound velocity in sand and clay varied from 1706 to 1709 m/s and 1602 to 1608 m/s,respectively.Corresponding average attenuation was observed at 80 to 93 dB/m in sandy sediments and from 31.8 to 38.6 dB/m in clayey sediments.Sound velocity variation within sandy sediment is low,consistent with expected results,and smaller than the predicted uncertainty.However,clay sediment exhibited a positive linear correlation and low sound speed variation.Attenuation increased linearly with frequency for both sediments.Finally,the laboratory results were validated by using the Biot−Stoll model.The dispersion of sound speed in sandy and clayey sediments was consistent with the predictions of the Biot−Stoll model.Measured attenuation aligned more with Biot−Stoll model predictions due to improved permeability,tortuosity and pore size parameter fitting. 展开更多
关键词 physical and acoustic characteristics marine sediments sound speed ATTENUATION Biot−Stoll model
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层间状态对水泥稳定碎石基层路用性能影响的试验研究
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作者 黄欢 扈惠敏 +2 位作者 李刚 高攀 张泽川 《工程与建设》 2019年第5期734-736,739,共4页
受铺筑厚度的制约,水泥稳定碎石基层实际中多采用分层施工,形成层间非连续状态,降低了基层作为一个整体结构层的承载能力,这对基层受力是不利的。层间连接状态影响水泥稳定碎石基层的强度及回弹模量指标。三种不同层间状态的无侧限抗压... 受铺筑厚度的制约,水泥稳定碎石基层实际中多采用分层施工,形成层间非连续状态,降低了基层作为一个整体结构层的承载能力,这对基层受力是不利的。层间连接状态影响水泥稳定碎石基层的强度及回弹模量指标。三种不同层间状态的无侧限抗压强度由高到低:完全连续状态>半连续状态层间有连接>光滑状态。对于水泥含量5%的试件,完全连续状态试件的抗折强度比半连续状态高51.2%,比光滑状态高73.5%。90d龄期时,层间连续试件的回弹模量比层间半连续状态高11.3%,比层间光滑状态试件高13.5%。 展开更多
关键词 道路工程 基层 水泥稳定碎石 层间状态
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大厚度基层力学性能分析研究
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作者 黄欢 高攀 张泽川 《工程与建设》 2020年第1期113-115,共3页
大厚度水泥稳定碎石基层时采用水泥稳定类材料,通过分层铺筑或一次铺筑碾压成型,厚度通常在30~36 cm。利用ABAQUS分别建立适合的路面结构三维模型,分析两种工况下的力学性能,分层施工和全厚度整层施工下的标准轴载作用和重载作用下沥青... 大厚度水泥稳定碎石基层时采用水泥稳定类材料,通过分层铺筑或一次铺筑碾压成型,厚度通常在30~36 cm。利用ABAQUS分别建立适合的路面结构三维模型,分析两种工况下的力学性能,分层施工和全厚度整层施工下的标准轴载作用和重载作用下沥青路面结构的力学响应。 展开更多
关键词 道路工程 水泥稳定碎石 大厚度基层 力学性能分析
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纤维水泥稳定碎石混合料配合比设计
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作者 张泽川 高攀 黄欢 《工程与建设》 2020年第5期988-990,共3页
长期以来,水泥稳定碎石混合料因受自身的限制,随龄期增加,基层会出现病害,其主要表现为基层出现裂缝,降低道路的整体稳定性。纤维掺入水泥稳定碎石混合料中可以改善混合料的力学性能。
关键词 水泥稳定碎石 基层 纤维 配合比
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