A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of 5 Embankments on Soft Clay Foundation
The mechanical behaviour of 5 pre-loading highway embankments placed on very uniform soft Ariake Clay is analysed by employing the soil/water coupled finite element programme DACSAR coded by Iizuka and Ohta incorporating an elasto-viscoplastic constitutive model proposed by Sekiguchi and Ohta. A series of computer simulation confirms that a set of input data closer to the reality results in the better performance of the computer simulation especially in calculating the lateral movement of subsoil beneath the toe of the embankments.
Performance of 5 Embankments on Soft Clay Foundation
The mechanical behaviour of 5 pre-loading highway embankments placed on very uniform soft Ariake Clay is analysed by employing the soil/water coupled finite element programme DACSAR coded by Iizuka and Ohta incorporating an elasto-viscoplastic constitutive model proposed by Sekiguchi and Ohta. A series of computer simulation confirms that a set of input data closer to the reality results in the better performance of the computer simulation especially in calculating the lateral movement of subsoil beneath the toe of the embankments.
Performance of 5 Embankments on Soft Clay Foundation
Ohta, Hideki (author) / Takeyama, Tomohide (author) / Takeyama, Yoshimasa (author) / Inagaki, Motohiro (author) / Mizuta, Tomihisa (author) / Nabetani, Masashi (author) / Nishida, Yukihiro (author)
Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics ; 2005 ; Kyoto, Japan
Geomechanics II ; 440-453
2006-08-28
Conference paper
Electronic Resource
English
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