Manufacturing and Engineering Technology (ICMET 2014) by Ai Sheng; Yizhong Wang

By Ai Sheng; Yizhong Wang

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5] Ling xiang Tao. Safety protection technique of rock slope bursting construction in urban comliex environment[J]. Journal of Jiangsu jianzhu institute. 2013, 3(13):22–25. [6] Bin Jiang. Urban controlled blasting under complicated environment condition[J]. Journal of underground space and engineering, 2007, 3(4):773–775. 8 m high over the holes. Partition wall retaining part and the pool was not damaged. indb 20 10/30/2014 7:30:42 AM Manufacturing and Engineering Technology – Sheng & Wang (Eds) © 2015 Taylor & Francis Group, London, ISBN 978-1-138-02645-2 Research based on thermal shock in gear temperature field and stress field D.

Setting up a left-turn waiting area is to extend indirectly the storage length of the left-turn lane, that is, to reduce the average delay time of vehicles at the intersection when the signal period is not changed and the land use and construction cost are not increased and ensures that the average saturation degree is less than 1 within an entire signal period. 2 Calculation of delay time at intersection After observation, it is easy to conclude that during peak hours the intersections without a waiting area mainly show two traffic states: (1) When the intersection has not been saturated and has surplus traffic capacity, the average vehicle delay can be calculated according to Webster’s stochastic delay model; (2) When the intersection shows the state of quasi-saturation, and the saturation degree gradually increases, the results calculated by Webster’s stochastic delay model will be significantly diverged from real situation, especially when the saturation degree approaches close to 1.

1 Critical condition up to the volume of direct moving traffic For greatest effectiveness the length of waiting area is expected to be as long as possible, in case Table 1. 1 CONDITON FOR SETTING LEFT-TURN WAITING AREA South Critical condition up to geometry East The left-turn waiting area lies in front of the protected left-turn lane or the central dividing strip and stretches into the center of intersection (see North Main parameter of signalized intersection. indb 27 10/30/2014 7:30:46 AM of all geometric conditions are met.

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