INVERSE ANALYSIS OF SOFT GROUNDS CONSIDERING NONLINEARITY AND ANISOTROPY
Author:
Affiliation:
1. Okayama University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/sandf1995/45/2/45_87/_pdf
Reference17 articles.
1. 1) Arai, K., Ohta, H. and Kojima, K. (1984) : Estimation of soil parameters based on monitored movement of subsoil under consolidation, Soils and Foundations, 24 (4), 95-108.
2. 2) Arai, K., Ohta, H. and Kojima, K. (1987) : Estimation of nonlinear constitutive parameters based on monitored movement of subsoil under consolidation, Soils and Foundations, 27 (1), 35-49.
3. 3) Asaoka, A. (1978) : Observational procedure of settlement prediction, Soils and Foundations, 18 (4), 87-101.
4. 4) Asaoka, A. and Matsuo, M. (1984) : An inverse approach to the prediction of multi-dimensional consolidation behavior, Soils and Foundations, 24 (1), 49-62.
5. 5) Asaoka, A. and Misumi, K. (1988) : Analysis and prediction of consolidation settlement of normally consolidated clay foundation, Soils and Foundations, 28 (3), 35-50.
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