Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault-Reference-Cited by-同舟云学术

Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault

Published:2016 Issue:20 Volume:2 Page:751-754
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Asaoka Akira¹,Sawada Yoshihiro¹,Yamada Shotaro²

Affiliation:

1. Association for the Development of Earthquake Prediction

2. Department of Civil Engineering, Nagoya University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/2/20/2_JPN-121/_pdf

Reference10 articles.

1. 1) Asaoka, A., Nakano, M. and Noda, T. (1994): Soil-water coupled behaviour of saturated clay near/at critical state, Soils and Foundations, 34(1), 91-106.

2. 2) Asaoka, A. and Noda, T. (1995): Imperfection-sensitive bifurcation of Cam-clay under plane strain compression with undrained boundaries, Soils and Foundations, 35(1), 83-100.

3. 3) Asaoka, A., Noda, T., Yamada, E., Kaneda, K. and Nakano, M. (2002): An elasto-plastic description of two distinct volume change mechanisms of soils, Soils and Foundations, 42(5), 47-57.

4. 4) Nakada, T. and Okada, A. (1999): Nojima fault [pictures and commentary]: Earthquake fault of the Southern Hyogo prefecture earthquake, Univesity of Tokyo press (in Japanese).

5. 5) Naylor, M. A., Mandl, G. and Sijpesteijn, C. H. K. (1986): Fault geometries in basement-induced wrench faulting under different initial stress states, J. Struct. Geol., 8, 737-752.

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