Chun-Yu Cui
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Chun-Yu Cui has a total of 3 co-authors. Here are the top co-authors by number of shared publications:
- Shu-Jian Wang
Shandong Luqiao Group Co., Ltd. 4 , No. 330 Jingwu Rd., Jinan, Shandong 250021
1 shared publication - Wei Cui
School of Qilu Transportation, Shandong University, Jinan, China
1 shared publication - Xiao Zheng
Shandong jianzhu Univ
1 shared publication
Latest Publications
- Open Access
- 1 January 2019
- Published by Wiley in Advances in Civil Engineering
- Vol. 2019 (1)
Bearing Behavior of the Fly Ash Deposits on Expressway
The reinforcement treatment for embankment using the fly ash deposits as the filling material for roadbed was clarified in this paper. Studies have shown that fly ash can be used as the filling material for embankment, but the subgrade bearing capacity from the original fly ash deposits cannot meet the requirements for operating. Fly ash has a good condition to run the dynamic consolidation for meeting the requirements of embankment compaction. The modulus of resilience and the California bearing ratio (CBR) of fly ash is close to that of general filling material for embankment. Fly ash also has the engineering properties of high void ratio and low cohesion. The maximum level of compaction of the fly ash deposits can be 93% and the bear capacity can be about twice over before after the treatment.
- 1 January 2019
- Published by Wiley in Advances in Civil Engineering
- Vol. 2019 (1)
Open AccessBearing Behavior of the Fly Ash Deposits on Expressway
The reinforcement treatment for embankment using the fly ash deposits as the filling material for roadbed was clarified in this paper. Studies have shown that fly ash can be used as the filling material for embankment, but the subgrade bearing capacity from the original fly ash deposits cannot meet the requirements for operating. Fly ash has a good condition to run the dynamic consolidation for meeting the requirements of embankment compaction. The modulus of resilience and the California bearing ratio (CBR) of fly ash is close to that of general filling material for embankment. Fly ash also has the engineering properties of high void ratio and low cohesion. The maximum level of compaction of the fly ash deposits can be 93% and the bear capacity can be about twice over before after the treatment.