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百泉复水工程设计研究
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作者 胡占国 勾兆莉 +1 位作者 许国平 张良书 《郑州大学学报(工学版)》 CAS 1998年第S1期110-112,133,共4页
根据百泉复水工程设计研究之目的,采用“滤层”设计方案和人工涌泉模拟技术,成功地解决了湖底防渗漏问题和天然泉的保护,再现了百泉这一著名历史景观。
关键词 百泉 复水工程 设计研究
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Riverine Ecology Restoration through Ecological Engineering and Naturalization 被引量:1
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作者 胡先祥 汪洋 +2 位作者 陈林 阮维桢 尹茜 《Agricultural Science & Technology》 CAS 2013年第3期417-419,439,共4页
[Objective] The aim was to improve and restore destroyed riverine and water ecosystem and to prevent bio-diversity from deteriorating in Jari demonstration plot in Ethiopia. [Method] Biological engineering and natural... [Objective] The aim was to improve and restore destroyed riverine and water ecosystem and to prevent bio-diversity from deteriorating in Jari demonstration plot in Ethiopia. [Method] Biological engineering and naturalization were made use of to protect nature and restore wetland as per Succession Theory. [Result] Both of eco- environment and eco-functions of Mille River were restored through reconstruction of biocenosis in wetlands. [Conclusion] It is feasible to implement matched ecological projects in semiarid regions in East Africa, providing references for restoration and protection of local water resources. 展开更多
关键词 Mile River Ecological restoration Riverine ecology Ecological engineering
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烟雨迷百泉湖
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作者 王爽 《中州统战》 1999年第7期42-42,共1页
百泉,位于辉县市城区西北2公里处,是我省最大的古园林建筑群。百泉境内,青山翠柏,湖水荡漾,亭台楼阁,意蕴丰富。人们把它称为“北国小西湖”、“中州颐和园”。我国最早的诗歌总集《诗经·卫风》篇中的“毖彼泉水,亦流于淇... 百泉,位于辉县市城区西北2公里处,是我省最大的古园林建筑群。百泉境内,青山翠柏,湖水荡漾,亭台楼阁,意蕴丰富。人们把它称为“北国小西湖”、“中州颐和园”。我国最早的诗歌总集《诗经·卫风》篇中的“毖彼泉水,亦流于淇”,即是指此。《荀子·儒效》篇中的“武... 展开更多
关键词 苏门山 百泉 安乐窝 泉湖 造像碑 湖底泉眼 复水工程 古典园林 民族精神 明代文学
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Mechanical behaviors of steel reinforced ECC / concrete composite columns under combined vertical and horizontal loading 被引量:7
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作者 单奇峰 潘金龙 陈俊涵 《Journal of Southeast University(English Edition)》 EI CAS 2015年第2期259-265,共7页
In order to improve the load capacity, seismic performance and performance-cost ratio of the columns, the concrete at the base of reinforced concrete (RC) columns is substituted with engineered cementitious composit... In order to improve the load capacity, seismic performance and performance-cost ratio of the columns, the concrete at the base of reinforced concrete (RC) columns is substituted with engineered cementitious composites (ECC) to form ECC/RC composite columns. Based on the existing material properties, the mechanical behaviors of the ECC columns, ECC/RC composite columns and RC columns were numerically studied under combined vertical and horizontal loading with the software of ATENA. Then, the failure mechanism of ECC columns and ECC/RC composite columns were comprehensively studied and compared with that of the RC columns. Then, the effects of the height of the ECC, the axial compression ratio, and the transverse reinforcement ratio on the mechanical behaviors of the composite or the ECC column are studied. The calculation results show that the ultimate load capacity, ductility and crack resistance of the ECC or ECC/RC composite columns are superior to those of the RC columns. The ECC/RC composite column with a height of the ECC layer of 1.2h ( h is the height of the cross section) can achieve similar mechanical properties of a full ECC column. With high shear strength, ECC can undertake the shear force and significantly reduce the amount of stirrups, avoiding construction issues and promoting its engineering application. 展开更多
关键词 engineered cementitious composites ECC ECC/RC composite columns compression-bending behavior numerical analysis parametric analysis
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Insurance ratemaking method for risk of construction diversion project
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作者 Chen Zhiding Hu Zhigen 《Engineering Sciences》 EI 2012年第2期90-96,共7页
Based on analyzing risk factors of diversion project,synthetic risk rate and engineering insurance period,the frequency and distribution law of loss are researched on the grounds that foundation pit is submerged after... Based on analyzing risk factors of diversion project,synthetic risk rate and engineering insurance period,the frequency and distribution law of loss are researched on the grounds that foundation pit is submerged after diversion project ceases to be effective.And then,the standpoint that these total loss is subject to non-homogeneous compound Poisson processes is put forward.Furthermore,the collective risk model of the total loss about engineering insurance is established on the basis of construction diversion project risk.Ultimately,insurance ratemaking method for construction engineering risk and its mathematical expression are presented,which provides theoretical method for the insurance ratemaking of hydropower engineering to some extent. 展开更多
关键词 diversion risk engineering insurance insurance premium non-homogeneous compound Poisson processes
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Repair of articular cartilage defects in rabbits through tissue-engineered cartilage constructed with chitosan hydrogel and chondrocytes 被引量:5
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作者 Ming ZHAO Zhu CHEN +6 位作者 Kang LIU Yu-qing WAN Xu-dong LI Xu-wei LUO Yi-guang BAI Ze-long YANG Gang FENG 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE CAS CSCD 2015年第11期914-923,共10页
Objective: In our previous work, we prepared a type of chitosan hydrogel with excellent biocompatibility. In this study, tissue-engineered cartilage constructed with this chitosan hydrogel and costal chondrocytes was... Objective: In our previous work, we prepared a type of chitosan hydrogel with excellent biocompatibility. In this study, tissue-engineered cartilage constructed with this chitosan hydrogel and costal chondrocytes was used to repair the articular cartilage defects. Methods: Chitosan hydrogels were prepared with a crosslinker formed by combining 1,6-diisocyanatohexane and polyethylene glycol. Chitosan hydrogel scaffold was seeded with rabbit chondrocytes that had been cultured for one week in vitro to form the preliminary tissue-engineered cartilage. This preliminary tissue-engineered cartilage was then transplanted into the defective rabbit articular cartilage. There were three treatment groups: the experimental group received preliminary tissue-engineered cartilage; the blank group received pure chitosan hydrogels; and, the control group had received no implantation. The knee joints were harvested at predetermined time. The repaired cartilage was analyzed through gross morphology, histologically and immunohistochemically. The repairs were scored according to the international cartilage repair society (ICRS) standard. Results: The gross morphology results suggested that the defects were repaired completely in the experimental group after twelve weeks. The regenerated tissue connected closely with subchondral bone and the boundary with normal tissue was fuzzy. The cartilage lacuna in the regenerated tissue was similar to normal cartilage lacuna. The results of ICRS gross and histological grading showed that there were significant differences among the three groups (P〈0.05). Conclusions: Chondrocytes implanted in the scaffold can adhere, proliferate, and secrete extracellular matrix. The novel tissue-engineered cartilage constructed in our research can completely repair the structure of damaged articular cartilage. 展开更多
关键词 Articular cartilage Chitosan hydrogel REPAIR Tissue engineering
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