Spatial Estimation of Material Parameters and Refined Finite-Element Analysis of Rockfill Dam Based on Construction Digitization

Author:

Chen Hui1,Liu Donghai2,Qi Lan3

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300354, China.

2. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300354, China (corresponding author).

3. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300354, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference38 articles.

1. Comparative study of different digitization techniques and their accuracy

2. Predicting the Behavior of an Earth and Rockfill Dam under Construction

3. Comparison between Duncan and Chang’s EB Model and the Generalized Plasticity Model in the Analysis of a High Earth-Rockfill Dam

4. Nonlinear analysis of stress and strain in soils;Duncan J. M.;J. Soil. Mech. Found. Div.,1970

5. Experimental study on engineering properties of rockfill under high stress state;Fu H.;J. Hydraul. Eng.,2014

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