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二灰砂土路面底基层施工质量控制
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作者 亓飞 鹿凤英 孙成才 《筑路机械与施工机械化》 北大核心 1999年第1期48-49,共2页
结合205国道博莱高速公路底基层的施工,介绍了工程中如何对二灰砂土底基层三项指标,即强度、压实度和平整度的质量进行控制。
关键词 灰砂土 底基层 高速公路 配合比 质量控制
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灰砂土在路面基层施工中的应用
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作者 朱凤才 李晓君 《内蒙古公路与运输》 1999年第2期16-17,共2页
文章结合本地区实际介绍灰砂土做路面基层的应用情况,表明利用灰砂土做基层,可以提高基层强度,降低工程造价与养护费用,还可延长公路的使用寿命。
关键词 灰砂土 基层 公路路面 施工 使用寿命
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Effects of Elemental Sulphur and Farmyard Manure on pH and Salinity of Calcareous Sandy Loam Soil and Some Nutrient Elements in Tomato Plant
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作者 S. Orman M. Kaplan 《Journal of Agricultural Science and Technology》 2011年第1期20-26,共7页
The objective of this study was to evaluate the effects of elemental sulphur (S) and farmyard manure on soil pH, EC and N, S, P concentrations of tomato grown in a calcareous sandy loam soil. For this purpose, a pot... The objective of this study was to evaluate the effects of elemental sulphur (S) and farmyard manure on soil pH, EC and N, S, P concentrations of tomato grown in a calcareous sandy loam soil. For this purpose, a pot experiment was conducted in greenhouse conditions. Sulphur was applied at 0, 50, 100, 150, 200, 400 mg kg~ and farmyard manure at 0, 3 ton da^-1 to the soil. Three weeks after applications, tomato seedlings were planted and 8 weeks later, the plants were harvested to determine N, S, P concentrations and dry matter yield. Soil pH and EC were determined in the soil samples taken at 3 different periods. Effects of sulphur and farmyard manure applications were not significant on N, P concentrations and dry matter yield of tomato plant. S concentration of tomato plant was increased by sulphur alone. Soil pH was decreased and soil EC was increased in both 2^nd and 3^rd soil sampling period by the sulphur applications. As a result of farmyard manure application, soil pH decreased in the 2^nd soil sampling period but increased in the 3^rd soil sampling period. Also, soil EC was significantly increased in 1^st and 3^rd soil sampling period. Farmyard manure had no significant effect on S supply to tomato plant. The N:S ratio of tomato plant was decreased by sulphur alone. However, the sulphur with farmyard manure applications decreased N:S ratio in lesser extend compared to the S applications. 展开更多
关键词 Elemental sulphur farmyard manure soil pH soil EC calcareous soil TOMATO N P S N:S ratio
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阿穆尔河中游的莫尔恰尼哈墓地研究
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作者 В.Е.麦德维杰夫 宋玉彬 《北方文物》 北大核心 1995年第3期145-149,共5页
关键词 阿穆尔河 清理出 墓葬 墓地 颅骨块 股骨 屈肢葬 莫尔 灰砂土 下颌骨
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On composite foundation with different vertical reinforcing elements under vertical loading:a physical model testing study 被引量:2
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作者 Xian-zhi WANG Jun-jie ZHENG Jian-hua YIN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第2期80-87,共8页
Aphysical model facility was designed, built, and setup for conducting model tests on a composite foundation in a soil ground. The model tests were carried out on a composite foundation with different combinations of ... Aphysical model facility was designed, built, and setup for conducting model tests on a composite foundation in a soil ground. The model tests were carried out on a composite foundation with different combinations of vertical reinforcement elements in the same soil ground. Via the analysis of the collected data the characteristics of the composite foundation with different reinforcing elements were obtained, including the characteristics of load-settlement curves, column stresses, stresses of the intercolumn soil, pile-soil stress ratio, and load-sharing ratios of columns and soil. Results from the model tests reveal the mechanism of a composite foundation with different reinforcing elements quantitatively. It is concluded that both a composite foundation with a combination of steel pipe pile and sand column and that with a combination of concrete pile and lime column have a higher bearing capacity than the composite foundation with only sand columns with the same conditions of soil ground and loading. A composite foundation with lime column and sand column embodies no much better performance than that with sand colunms only. 展开更多
关键词 Steel pipe pile Concrete pile Lime column Sand column Composite foundation Model test Pile-soil stress ratio
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