Table 2 - uploaded by Quanmei Gong
Content may be subject to copyright.
comparison of soil arching heights (m).

comparison of soil arching heights (m).

Source publication
Article
Full-text available
Over soft soil area the geosynthetic-reinforced and pile-supported subgrade was often used to reduce the post-construction settlement. But after operation it was found that the settlement sometimes was bigger than required. For settlement evaluation the stress concentration ratio between pile and soil is very important and the arching effect is oft...

Similar publications

Article
Full-text available
It has been encountered that port operations where lines of trucks are queuing at the port entrance, flotillas of vessels are waiting at sea, piles of freight, raw materials or containers are clogging the dockside and could led to significant congestions. This research aims to evaluate railway infrastructure surrounding new East Java Province port...
Article
Full-text available
With the increase in water retention needs and planned river regulation, it might be important to investigate the dynamic resistance of vulnerable elements of hydroelectric power plants, including steelwater locks. The most frequent dynamic loads affecting hydroengineering structures in Poland include vibrations caused by heavy road and railway tra...
Article
Full-text available
Purpose. The article is aimed: 1) to develop the coal coating solution in open railway cars or to cover coal piles to minimize the coal dust losses; 2) creating a mathematical model of the process of the solution feeding to the surface of coal. Methodology. To solve this problem, it was developed a special solution containing cheap industrial waste...
Article
Full-text available
In this paper, the heavy haul railway subgrade of Shuo Huang was taken as an engineering example, which was reinforced by the inclined rotary jet grouting pile. Through the field test of typical subgrade section, the subgrade condition before and after reinforcement was evaluated. The stability of the subgrade of the corresponding section was analy...