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Acknowledgements The research was funded by 2014 Sayling Wen’s Award for Young Outstanding Researchers in Service Science, Sayling Wen Cultural and Education Foundation and the Institute of Service Science Society of Taiwan.
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Rock-soil material was elastoplastic material in the computation based on D-P yield criterion and ansys large deformation analysis.
Acknowledgements This work was financially supported by Knowledge Innovation and Critical Direction Project of Chinese Academy of Sciences (KKCX1-YW-03).
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Acknowledgements This work was supported by the National Natural Science Funds (Grant No: 51109118), the China Postdoctoral Science Foundation (Grant No: 20100470344), Fundamental project fund of Zhejiang Ocean University (Serial number: 21045032610), Initiating project fund for doctors of Zhejiang Ocean University (Serial number: 21045011909) and Project of Education Department in Zhejiang (Serial number: Z201119560) References Ackere, A.
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