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Jul 21, 2016
Study on the Settlement of an Expressway Foundation with Cement Mixing Piles in the Yellow River Alluvial Plain
Authors: Zhanyong Yao [email protected], Kai Yao [email protected], Xiaomeng Zhang [email protected], Xiuguang Song [email protected], Teng Ma [email protected], and Xianghong Pan [email protected]Author Affiliations
Publication: Geo-China 2016
Abstract
A physical model for expressway foundation with cement mixing piles was established according to the similarity theory. The effect of pile length, area replacement ratio and surcharge load on foundation settlement was studied. The pile length was varied from 40 cm to 100 cm while the area replacement ratio was changed from 0.023 to 0.093. Test results show that the foundation settlement will decrease as the increase of pile length at the same area replacement ratio and surcharge load. As the surcharge load increases, the settlement difference between foundation with longer pile and shorter pile will also increase. When the pile length is certain, bigger area replacement ratio will lead to smaller foundation settlement.
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© 2016 American Society of Civil Engineers.
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Published online: Jul 21, 2016
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Professor, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan, Shandong 250061, P. R. China. E-mail: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, 1 Engineering Dr. 2, Singapore, 117576 Singapore. E-mail: [email protected]
Ph.D. Student, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan, Shandong 250061, P. R. China. E-mail: [email protected]
Professor, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan, Shandong 250061, P. R. China. E-mail: [email protected]
Master Student, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan, Shandong 250061, P. R. China. E-mail: [email protected]
Consultant, China Construction Bank, 22 Donghai Xilu, Qingdao, Shandong 266000, P. R. China. E-mail: [email protected]
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