Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil

Author:

Chai Jin-Chun1,Miura N.2

Affiliation:

1. Associate Professor, Institute of Lowland Technology, Saga Univ., 1 Honjo, Saga 840-8502, Japan.

2. Professor, Dept. of Civil Engineering, Saga Univ., 1 Honjo, Saga 840-8502, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference19 articles.

1. The General Theory of Stresses and Displacements in Layered Systems. I

2. Civil Engineering Department Saga Prefecture. (1996). “A study on predicting the differential settlement and rational design method for road on soft subsoil.” Research Rep . Saga Prefecture Japan 77 (in Japanese).

3. Civil Engineering Department Saga Prefecture. (1997). “Saga airport road construction.” Research Rep . Saga Prefecture Japan (in Japanese).

4. Fujikawa K. (1996). “On optimistic design of low embankment road on soft subsoil by considering the traffic-load-induced settlement.” Doctor of Engineering dissertation Saga Univ. Japan 199 (in Japanese).

5. Field Investigation on the Settlement of Low Embankment due to Traffic Load and Its Prediction

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