TY - GEN
T1 - Model pile study of friction load transfer in city
AU - Ni, Sheng-Huoo
AU - Wu, Dai Ming
PY - 1993/1/1
Y1 - 1993/1/1
N2 - The purpose of this paper is to present the new development of the model pile loading test which studies the relationship between load transfer and displacement around pile shaft. The test apparatus allows the independent control of vertical stress and horizontal stresses. In the analysis, both Cam-clay and modified Cam-clay models, which are developed based upon the plastic strain harding theory of Cambridge critical state, is used to simulate the stress-strain behavior of pile-soil interface and to construct the theoretical normalized t-z curve. Test results of model pile loading test are also compared.
AB - The purpose of this paper is to present the new development of the model pile loading test which studies the relationship between load transfer and displacement around pile shaft. The test apparatus allows the independent control of vertical stress and horizontal stresses. In the analysis, both Cam-clay and modified Cam-clay models, which are developed based upon the plastic strain harding theory of Cambridge critical state, is used to simulate the stress-strain behavior of pile-soil interface and to construct the theoretical normalized t-z curve. Test results of model pile loading test are also compared.
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M3 - Conference contribution
AN - SCOPUS:0027277619
SN - 1880653060
T3 - Proceedings of the Third (1993) International Offshore and Polar Engineering Conference
SP - 486
EP - 490
BT - Proceedings of the Third (1993) International Offshore and Polar Engineering Conference
PB - Publ by Int Soc of Offshore and Polar Engineerns (ISOPE)
T2 - Proceedings of the Third (1993) International Offshore and Polar Engineering Conference, Part 3 (of 4)
Y2 - 6 June 1993 through 11 June 1993
ER -