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piling and ground strengthening, settlement occurred at the tunnel; with the excavation of foundation pit, uplift deformation at the bottom of the foundation pit and the tunnel increase

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heet pile wall is shielded due to the dowel effect of the pile rows behind the sheet piling. A solution is presented for the bearing capacity of the bed of a ring foundation; this solut

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alternative to conventional piling systems in many applications where the foundation is subjected to dynamic loads. This paper presents the results of full-scale dynamic vertical loa

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Numerical Finite Element Analysis of the Behavior of Structure Near

heet pile wall is shielded due to the dowel effect of the pile rows behind the sheet piling. A solution is presented for the bearing capacity of the bed of a ring foundation; this solut

THE IMPORTANCE OF THE ENGINEERING-GEOLOGICAL

alternative to conventional piling systems in many applications where the foundation is subjected to dynamic loads. This paper presents the results of full-scale dynamic vertical loa

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