A simplified method for predicting ground settlement profiles induced by excavation in soft clay

Author:

Ou Chang-Yu,Hsieh Pio-Go

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Hsieh PG, Kung TC, Ou CY, Tang YG. Deep excavation analysis with consideration of small strain modulus and its degradation behavior of clay. In: Proceedings of the 12th Asian regional conference on soil mechanics and geotechnical engineering, Singapore; 2003. p. 785–33.

2. Inherent anisotropic stiffness of weathered geometrical and its influence on ground deformations around deep excavations;Ng;Can Geotech J,2004

3. Instrumentation and numerical analysis of cylindrical diaphragm wall movement during deep excavation at coastal area;Kim;Mar Georesour Geotechnol,2005

4. Yeow HC, Nicholson DP, Simpson B. Comparison and feasibility of three dimensional finite element modelling of deep excavations using non-linear soil models. In: Proceedings of international conference on numerical simulation of construction processes in geotechnical engineering for urban environment – numerical modelling of construction processes in geotechnical engineering for urban environment; 2006. p. 29–34.

5. A case study on the behaviour of a deep excavation in sand;Hsiung;Comput Geotech,2009

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