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Estimation of unfrozen water content of saturated sandstones using nuclear magnetic resonance, mercury intrusion porosimetry, and ultrasonic tests
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作者 Fei Liu Shibing Huang +1 位作者 Gang Liu Shilin Yu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第9期3465-3484,共20页
The unfrozenwater content(UWC)is a crucial parameter that affects the strength and thermal properties of rocks in relation to engineering construction and geological disasters in cold regions.In this study,three diffe... The unfrozenwater content(UWC)is a crucial parameter that affects the strength and thermal properties of rocks in relation to engineering construction and geological disasters in cold regions.In this study,three different methods were employed to test and estimate the UWC of saturated sandstones,including nuclear magnetic resonance(NMR),mercury intrusion porosimetry(MIP),and ultrasonic methods.The NMR method enabled the direct measurement of the UWC of sandstones using the free induction decay(FID).The MIP method was used to analyze the pore structures of sandstones,with the UWC subsequently calculated based on pore ice crystallization.Therefore,the MIP test constituted an indirect measurement method.Furthermore,a correlation was established between the P-wave velocity and the UWC of these sandstones based on the mixture theory,which could be employed to estimate the UWC as an empirical method.All methods demonstrated that the UWC initially exhibited a rapid decrease from 0C to5C and then generally became constant beyond20C.However,these test methods had different characteristics.The NMR method was used to directly and accurately calculate the UWC in the laboratory.However,the cost and complexity of NMR equipment have precluded its use in the field.The UWC can be effectively estimated by the MIP test,but the estimation accuracy is influenced by the ice crystallization process and the pore size distribution.The P-wave velocity has been demonstrated to be a straightforward and practical empirical parameter and was utilized to estimate the UWC based on the mixture theory.This method may be more suitable in the field.All methods confirmed the existence of a hysteresis phenomenon in the freezing-thawing process.The average hysteresis coefficient was approximately 0.538,thus validating the GibbseThomson equation.This study not only presents alternative methodologies for estimating the UWC of saturated sandstones but also contribute to our understanding of the freezing-thawing process of pore water. 展开更多
关键词 Unfrozen water content(uwc) Nuclear magnetic resonance(NMR) Mercury intrusion porosimetry(MIP) Pore structures P-wave velocity SANDSTONE
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水下不分散混凝土主要参数对性能的影响研究 被引量:16
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作者 张鸣 周思通 +3 位作者 王付鸣 叶坤 陈佳强 曹郭俊 《混凝土》 CAS 北大核心 2017年第8期140-144,155,共6页
为探索主要配合比参数对水下不分散混凝土(underwater concrete,UWC)的影响,分析了不同水胶比、不同砂率、及抗分散剂掺量不同时水下不分散混凝土工作性(坍落度和坍落扩展度)、抗分散性(水样悬浊物含量、p H值和浊度值)、抗压强度(7、2... 为探索主要配合比参数对水下不分散混凝土(underwater concrete,UWC)的影响,分析了不同水胶比、不同砂率、及抗分散剂掺量不同时水下不分散混凝土工作性(坍落度和坍落扩展度)、抗分散性(水样悬浊物含量、p H值和浊度值)、抗压强度(7、28 d强度)的变化规律,并基于试验结果分析了使水下不分散混凝土获得良好性能的各主要参数的适宜范围。 展开更多
关键词 水下不分散混凝土 水胶比 砂率 抗分散剂
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全球无线通信会议在京举行
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《中国无线通信》 1996年第4期60-60,共1页
关键词 无线通信组织 uwc 移动通信 AMPS模拟系境 D-AMPS系境 数字通信
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