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高速公路“三高土”路基的施工方法和工艺
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作者 龙云霞 《工程科技》 2003年第2期29-31,共3页
本文就如何选定合理的施工方法和施工工艺,在确保工程质量的前提下合理使用“三高土”做一粗浅论述,以期与大家共同探讨。
关键词 高速公路 路基 施工方法 施工工艺 工程质量 “三高土”
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“三高土”填筑路基施工工艺初探
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作者 甘显峰 《上海公路》 2006年第3期41-43,5,共3页
针对高液限、高塑性指数和过湿土现阶段在高速公路路基填筑过程中较难利用的现状,笔者根据现场试验和施工,总结了“三高”土填筑的施工工艺、材料要求及质量控制。
关键词 “三高土” 路基 填筑 工艺 初探
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浅谈“三高土”路基施工工艺
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作者 尤昊星 《山东工业技术》 2015年第13期102-102,共1页
本文就如何选定合理的施工方法和施工工艺,在确保工程质量的前提下合理使用"三高土"做一粗浅论述,以期与大家共同探讨。
关键词 高速公路 路基 “三高土”
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Non-isothermal thermal decomposition kinetics of high iron gibbsite ore based on Popescu method 被引量:2
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作者 柳政根 王峥 +2 位作者 唐珏 王宏涛 龙红明 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第7期2415-2421,共7页
The thermal decomposition kinetics of high iron gibbsite ore was investigated under non-isothermal conditions.Popescu method was applied to analyzing the thermal decomposition mechanism.The results show that the most ... The thermal decomposition kinetics of high iron gibbsite ore was investigated under non-isothermal conditions.Popescu method was applied to analyzing the thermal decomposition mechanism.The results show that the most probable thermal decomposition mechanism is the three-dimensional diffusion model of Jander equation,and the mechanism code is D3.The activation energy and pre-exponential factor for thermal decomposition of high iron gibbsite ore calculated by the Popescu method are 75.36 kJ/mol and 1.51×10-5 s-(-1),respectively.The correctness of the obtained mechanism function is validated by the activation energy acquired by the iso-conversional method.Popescu method is a rational and reliable method for the analysis of the thermal decomposition mechanism of high iron gibbsite ore. 展开更多
关键词 high iron gibbsite ore thermal decomposition kinetics activation energy pre-exponential factor Popescu method
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Tracing the provenance of aeolian loess in the Yangtze River Delta through zircon U–Pb age and geochemical investigations 被引量:6
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作者 QIAN Peng ZHENG Xiang-min +3 位作者 CHENG Jun HAN Yu-jie DONG Yan ZHANG Jian-guo 《Journal of Mountain Science》 SCIE CSCD 2018年第4期708-721,共14页
Given the conflicts over the proposed formation mechanisms of Xiashu loess, the question of the provenance of sediments comprising the Xiashu loess in the Yangtze River Delta has not been satisfactorily resolved. In t... Given the conflicts over the proposed formation mechanisms of Xiashu loess, the question of the provenance of sediments comprising the Xiashu loess in the Yangtze River Delta has not been satisfactorily resolved. In this study, the provenance of aeolian sediments of the Yangtze River Delta, China was examined by applying the detrial zircon U–Pb dating technique, Sr–Nd isotopic and trace element compositional analysis. U-Pb dating analysis was conducted on the Xiashu loess at three locations over the Yangtze River Delta, including Huangnishan(HNS) hill, Shengshan(SS) island and the Xuancheng(XC) area. The Xiashu loess and the sediments of the Yangtze River Valley share considerable similarity in their zircon U-Pb age spectra with the same main age peak and comparable age distribution. By contrast, significant differences in the age spectra, existbetween the Xiashu loess and loess deposits of Chinese Loess Plateau(CLP). Coarse grains of the Yangtze River Delta loess may have a proximal material source identical to the sediments from the Yangtze River valley. Sr–Nd isotopic values of the Xiashu loess match those from the northern margin of the Tibetan Plateau. Rare earth element ratios independent of grain size illustrate that the values from loess of the Yangtze River Delta mostly overlap with those of CLP loess. This feature implies that loess from the Yangtze River Delta has a dominant source of distant material similar as the CLP loess. As such, we conclude that multi-proxy analysis of sediments can shed new light on tracing the provenance of aeolian loess in the Yangtze River Delta. 展开更多
关键词 Aeolian loess Provenance tracing Zircon U-Pb age GEOCHEMISTRY Yangtze River Delta
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The construction design and practice of Three Gorges Project 被引量:1
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作者 Weng Yonghong Xie Xiangrong Fan Wuyi 《Engineering Sciences》 EI 2011年第3期96-103,共8页
The construction of Three Gorges Project (TGP) is characterized by large construction scale,high construction intensity and complexity in technology.In view of various technical difficulties such as navigation in cons... The construction of Three Gorges Project (TGP) is characterized by large construction scale,high construction intensity and complexity in technology.In view of various technical difficulties such as navigation in construction period,two river closures,high-intensity concrete and earth-rock construction,high-intensity construction and demolition of RCC (roller compacted concrete) cofferdam in stage III and immediate navigation of double-line five-step shiplock after impoundment of reservoir,the scheme of river diversion during construction is adopted,namely "diversion in 3 stages,open channel navigation and cofferdam power generation".The practice and innovation achievements in river diversion during construction as well as earth-rock and concrete construction are presented emphatically. 展开更多
关键词 Three Gorges Project CONSTRUCTION DIVERSION earth-rock CONCRETE
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Stress-dependent undrained shear behavior of remolded deep clay in East China 被引量:4
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作者 Xiang-yu SHANG Guo-qing ZHOU Yong LU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2015年第3期171-181,共11页
Consolidated-isotropically undrained triaxial compression (CIUC) tests were performed on the reconstituted deep clay from a mine in East China. It was consolidated to maximum stresses in the range of 0.3-2.6 MPa. Th... Consolidated-isotropically undrained triaxial compression (CIUC) tests were performed on the reconstituted deep clay from a mine in East China. It was consolidated to maximum stresses in the range of 0.3-2.6 MPa. The test results show that the stress-strain-strength properties of the clay during undrained shear are significantly stress-dependent. In particular, in the case of high consolidation pressure, the post-peak drop in strength on stress-strain curves and shear plane in soil specimens are more evident, the peak stress ratio and the axial strain at which this ratio was reached are smaller, and the relationship between pore pressure and axial strain is also significantly different from that for the case of low consolidation pressure. The environmental scanning electron microscope observations and micro analysis lead to an understanding of the physical mechanisms underlying the above stress-dependent mechanical behavior. In addition, the CIUC behaviors of the studied clay are discussed in the context of critical state soil mechanics. 展开更多
关键词 Deep clay High pressure Undrained triaxial compression Stress-dependent behavior
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