Nonlinear Analysis of Laterally LoadedRock-Socketed Shafts

Author:

Zhang Lianyang12345,Ernst Helmut12345,Einstein Herbert H.12345

Affiliation:

1. Associate Member, ASCE

2. Fellow, ASCE

3. Postdoctoral Assoc., Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Room 1-343, Cambridge, MA 02139.

4. Geotech. Engr., Geotech. Sect., Massachusetts Hwy. Dept., 10 Park Plaza, Boston, MA 02116.

5. Prof., Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Room 1-342, Cambridge, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference38 articles.

1. •American Association of State Highway and Transportation Officials (AASHTO). ( 1989). Standard specifications for highway bridges 14th Ed. Washington D.C.

2. Amir J. M. ( 1986). Piling in rock Balkema Rotterdam The Netherlands.

3. Banerjee P. K. and Davies T. G. ( 1978). “The behavior of axially and laterally loaded single piles embedded in nonhomogeneous soils.” Géotechnique London 28(3) 309–326.

4. Bieniawski Z. T. ( 1989). Engineering rock mass classifications Wiley New York.

5. Borgard D. and Matlock H. ( 1980). “Simplified calculation of p - y curves for laterally loaded piles in sand.” Rep. Earth Technology Corp. Inc. Houston.

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