Overview on the Bearing Behavior Research of Rock-Socketed Piles

Abstract:

It mainly reviewed the current research status of the bearing characteristic of rock-socketed piles. From reading all kinds of calculation model in different code, it pointed out the disadvantages. It concluded the present work on the two main factors which influence the bearing capacity of rock-socketed pile most. Based on this work, it figures out the deficiencies of the research presently and prospects the future research. In the end, it suggests that the bearing behavior and failure mechanism of rock-socketed piles with thick sediments remains need to be further discussed.

• Periodical: Applied Mechanics and Materials (Volumes 353-356)
• Pages: 172-176
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.353-356.172
• Online since: August 2013
• Authors: Yang Luo, Heng Liu, Tie Hang Wang
• Keywords: Bearing Capacity, Calculation Model, Rock-Socketed Piles, Thick Sediments

References

[1] ZHONG Liang, XU Xi-bin, XU Guang-xiang. Research and discussion on vertical bearing capacity design for rock-socketed pile[J]. Subgrade Engineering, 2009, 146(5): 38-39. (in Chinese).

[2] HU De-hua, WU Yan-ling. Ultimate resistance analysis and design of socketed pile-tip[J]. Subgrade Engineering, 2010, 150(3): 120-122. (in Chinese).

[3] H.B. SEED, L.C. REESE. The action of soft clay along friction piles[J]. American Society of Civil Engineers. Transactions, 1955, 122: 731-754.

DOI: 10.1061/taceat.0007501

[4] P. CARRUBBA. Skin friction of large diameter piles socket into rocks[J]. Canadian Geotechnical Journal, 1997, 34(2): 230-240.

DOI: 10.1139/t96-104

[5] YE Ling-ling, ZHU Xiao-lin. Numerical caculation of bearing capacity of rock-socketed piles cast-in-place with load transfer method[J]. Journal of Tongji University (Natural science), 1995, 23(3): 315-319. (in Chinese).

[6] LIU Shu-ya. Analytical of pile-soil-rock interaction of rock socketed piles[J]. Soil Engineering and Foundation, 2000, 14(2): 14-19. (in Chinese).

[7] MING Ke-qian. Analysis of bearing mechanism of socketed piles[J]. Rock and Soil Mechanism, 1998, 19(1): 65-69. (in Chinese).

[8] LIU Song-yu, JI Peng, WEI Jie. Load transfer behavior of large diameter cast-in-place pile embedded in soft rock[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 58-61. (in Chinese).

[9] WEI Li-de, XU Wei-ya, LIN Yu-liang. FEM simulation of bearing capacity for rock-socketed piles in soft rocks[J]. Journal of Hohai University (Natural science), 2003, 31(2): 175-179. (in Chinese).

[10] XU Xi-bin, ZHOU Liang, LIU Tao. Finite element analysis of load-bearing properties of large diameter rock-socketed single pile[J]. Journal of Chong qing Jiaotong University (Natural science), 2010, 29(6): 942-946. (in Chinese).

[11] P.J.N. PELLS, R.K. ROWE, R.M. TURNER. An experimental investigation into side shear for socketed piles in sandstone[C]. Proceedings of international conference on structural foundations on rock. Sydney, 1980, (1): 291-302.

[12] R.K. ROWE and H.H. ARMITAGE. A design method for drilled piers in soft rock[J]. Canadian Geotechnical Journal. 1987, 24(5): 126-142.

DOI: 10.1139/t87-011

[13] R.G. HORRATH, T.C. KENNEY, P. KOZICKI. Methods of improving the performance of drilled piers in weak rock[J]. Canadian Geotechnical Journal. 1983, 20(4): 758-772.

DOI: 10.1139/t83-081

[14] LIU Xing-yuan, ZHENG Ying-ren, LIN Wen-xiu. Awareness of theoretical research on rock-socketed piles[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 118-119. (in Chinese).

[15] WANG Guo-min. Load transfer behavior of bored cast-in-place piles embedded in soft rock[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(2): 99-103. (in Chinese).

[16] LIU Li-min, SHU Xiang, XIONG Ju-hua. Engineering theory progress and practice of pile[M]. Beijing: China Building Materials Industry Press, (2002).

[17] R.K. ROWE and H.H. ARMITAGE. Theoretical solutions for axial deformation of drilled shafts in rock[J]. Canadian Geotechnical Journal, 1987, 24(5): 126-142.

DOI: 10.1139/t87-010

[18] R.E. GOODMAN, R.L. TAILOR, T.L. BREKKE. A model for the Mechanics of jointed rock[J]. American Society of Civil Engineers. Soil Mechanics and Foundations Division, 1968, 94(SM3): 637-660.

DOI: 10.1061/jsfeaq.0001133

[19] C.S. DESAI, M.M. ZAMAN. Thin layer element for interfaces and joints[J]. International Journal for Numerical and Analytical Methods in Geo-mechanics, 1984, 8(1): 19-43.

[20] K.M. HASSAN, M.W. O'NEIL. Design method for drilled shafts in soft argillaceous rock[J]. Journal of Geotechnical and Geo-environmental Engineering, 1997, (1): 839-855.

[21] YIN Zong-ze, ZHU Hong, XU Guo-hua. Numerical simulation of the deformation in the interface between soil and structural material[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 14-22. (in Chinese).

[22] HAN Guo-cheng, SHAO Long-tan. The static experimental study on shear behavior between concrete diaphragm wall and sand[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 112-115. (in Chinese).

[23] LŰ Fu-qing, Wu Wen, JI Xiao-hui. Research and discussion on the axial static load testing results of rock-socketed bored pile[J]. Rock and Soil Mechanism, 1996, 17(1): 84-96. (in Chinese).

[24] WU Zhen, ZHANG Jian-xin. Experimental study on failure mode of rock-embedded pile[J]. Building Construction, 2005, 27(7): 8-10. (in Chinese).