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沙漠井场干粉砂场地基础施工中的浸水量计算
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作者 韩晓雷 王益清 于好泳 《西安建筑科技大学学报(自然科学版)》 CSCD 1999年第3期237-239,共3页
为解决塔克拉玛干沙漠石油井场干粉砂场地基础施工过程中遇到的浸砂坑浸水量计算问题.根据浸水坑蓄水高度为零,砂是各向同性的均质体和水在粉砂中的流动呈层流状态等假设,引用达西渗透定律,对干粉砂场地上的浸砂坑浸水量问题进行了... 为解决塔克拉玛干沙漠石油井场干粉砂场地基础施工过程中遇到的浸砂坑浸水量计算问题.根据浸水坑蓄水高度为零,砂是各向同性的均质体和水在粉砂中的流动呈层流状态等假设,引用达西渗透定律,对干粉砂场地上的浸砂坑浸水量问题进行了理论分析.通过理论分析,得到了塔克拉玛干沙漠井场干粉砂场地基础施工中常见的圆形、矩形和“Π”形浸水坑的浸湿砂体积计算公式;引入了持水量的概念,给出了上述三种浸水坑的浸水量计算公式.上述公式的建立,可以使塔克拉玛干沙漠井场中的浸水坑施工由经验判断走上理性设计的道路,并由此节约大量的抽水、运水费用. 展开更多
关键词 渗透系数 渗透速度 浸水 浸水量 石油井场
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膨胀土CBR浸水膨胀量的探讨 被引量:1
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作者 顾金水 《科技信息》 2006年第01S期119-119,共1页
本文通过总结国内膨胀土膨胀量变化,明确了浸水CBR膨胀量标准,以便于更好地控制路基填筑材料的质量。同时分析了自由膨胀量和CBR浸水膨胀量的关系,提出了CBR浸水膨胀量的要求。
关键词 膨胀土 CBR浸水膨胀 自由膨胀
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Rice Yield and Water Use as Affected by Soil Management Practices 被引量:11
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作者 WANGXiao-Ying XIEHong-Tu +1 位作者 LIANGWen-Ju WENDa-Zhong 《Pedosphere》 SCIE CAS CSCD 2004年第3期331-337,共7页
A field experiment was conducted at the Shenyang Experimental Station ofEcology, Chinese Academy of Sciences, to study the effects of soil management practices on water useand rice (Oryza sativa L.) yield in an aquic ... A field experiment was conducted at the Shenyang Experimental Station ofEcology, Chinese Academy of Sciences, to study the effects of soil management practices on water useand rice (Oryza sativa L.) yield in an aquic brown soil during 2001 and 2002. A completely randomexperimental design with three replications was employed, having four soil management practices astreatments, namely: an undisturbed plow layer (CK), a thin plastic film (TN), a thick plastic film(TI) and subsoil compacting (CP). Results indicated no significant differences among all treatmentsfor rice biomass and grain yields. Also, water consumption was about the same for treatments TN andCK, however the treatments TI and CP were much lower with more than 45% and 40% of the irrigationwater in the treatments TI and CP, respectively, saved each year compared to CK. Therefore, wateruse efficiency was higher in the treatments TI and CP. These results will provide a scientific basisfor the water-saving rice cultivation. 展开更多
关键词 EVAPOTRANSPIRATION PERCOLATION RICE soil management water use efficiency
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Damage Analysis of Circulating Soaked Rock Sample Based on Sonic-test Trials
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作者 HE Ye ZHAO Mingjie CAI Ying 《International English Education Research》 2014年第12期67-69,共3页
Circulating soaked sandstone and mudstone samples sonic parameters were tested and analyzed, using RSM-SY5 sonic instrument, the variation between soaked times and the velocity of longitudinal wave and shear wave was ... Circulating soaked sandstone and mudstone samples sonic parameters were tested and analyzed, using RSM-SY5 sonic instrument, the variation between soaked times and the velocity of longitudinal wave and shear wave was studied, calculation and analysis of the damage variable of circulating soaked rock samples were taken, with sonic measurement results and the empirical formula, the damage variable formulas associated with cycle times was established. The results showed that: the attenuation of sonic velocity basically in line with the exponential relationship, with cycle times increasing; The results of the critical calculation of damage variables and the strength test are well matched, which further confirms that the occurrence and expansion of new crack inside the rock mass resulted from circulating soaked lead to the decrease of the rock strength; The trend of sonic parameters attenuation and damage variable growth are good correspondence. 展开更多
关键词 Rock samples Circulating soaked Sonic-test trials Wave velocity Damage variable
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