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Volume 5 Number 3 March 2019

Biodegradable Natural Polymers for Biomedical Applications


Authors: Israt Parveen ; Md. Iqbal Mahmud ; Ruhul A. Khan
Pages: 67-80
DOI: doi.org/10.32861/sr.53.67.80
Abstract
Biodegradable polymers as biomaterial are hotcake nowadays especially in medical and pharmaceutical applications. The present contribution comprises an overview of the biodegradable polymers for various biomedical applications. To meet the need of modern medicine, their physical, chemical, functional, biomechanical are highlighted as well as biodegradation properties like non-toxicity, low antigenicity, high bio-activity etc. This review summarizes the emerging and innovative field of biopolymer with the focus on tissue engineering, temporary implants, wound healing, and drug delivery applications etc.

Impact of Lane Occupancy on Urban Roads


Authors: Yunhui Zeng ; Wenjuan Hu ; Hongfei Guo ; Shiyue Shen ; Li Huang ; Yiying Lou
Pages: 57-66
DOI: doi.org/10.32861/sr.53.57.66
Abstract
Focused on the lane occupancy phenomenon, this paper analyzes the roads during two different accidents to the evacuation period. Firstly, according to the statistical data, this paper calculated the correction coefficients under the road traffic condition, and then obtained the actual traffic capacity result at each moment of the road when combining the function model of the actual traffic capacity corrected by the running speed and the road traffic condition. Next the actual traffic capacity results are fitted to the Smooth spline interpolation, and then the actual traffic capacity is further verified by the traffic congestion situation. The actual traffic capacity of the road during the accident to evacuation is summarized as follows: the actual traffic capacity shows a nonlinear trend, that is, ascending-attenuating-recovering and gradually stabilizing. Finally, using Mann-Whitney U test to carry out the difference test on the actual traffic capacity, it is found that there is significant difference between the two groups of data, and the actual traffic capacity of the second case is stronger than that of the first one, and the reasons for the difference are analyzed as follows: the ratio of the steering traffic volume at the downstream intersection is different; this road section includes the community intersection and there are vehicles entering and leaving; meanwhile the speed of each lane is different and there are buildings near the lane. The above conclusions will provide theoretical basis for the traffic management department to correctly guide the vehicle driving, approve the road construction, design the road channelization plan, set the roadside parking space and the non-port-type bus stations.