IMECH-IR  > 力学所知识产出(1956-2008)
Study on calculating method of pile group under lateral loading
Wang M(王梅); Lou ZG(楼志刚); Wang, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Source PublicationCOMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 3
1997
Conference Name9th International Conference on Computer Methods and Advances in Geomechanics
Conference DateNOV 02-07, 1997
Conference PlaceWUHAN, PEOPLES R CHINA
AbstractA series of model tests of pile group( two piles in line) were conducted in dry sand under lateral loading with different pile spacing. All of piles were instrumented with strain gauges at different depth in order to obtain soil resistance of each pile in the group. Based on the test results? the pile group efficiency, distribution of total load on each pile head and soil resistance of each pile in the group were presented. The relationships of soil subgrade reaction coefficient with depth and pile head deflection were established for front pile and back pile, respectively, and forthmore the p-y curves reduction factor of pile group were recommended for pile group calculation. This reduction factor varies with not only pile spacing but pile head deflection and depth also.
WOS IDWOS:000073165000087
ISBN90-5410-907-6
Indexed ByCPCI-S
Language英语
Citation statistics
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/58977
Collection力学所知识产出(1956-2008)
Corresponding AuthorWang, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Recommended Citation
GB/T 7714
Wang M,Lou ZG,Wang, M . Study on calculating method of pile group under lateral loading[C]. LEIDEN, SCHIPHOLWEG 107C, PO BOX 447, 2316 XC LEIDEN, NETHERLANDS:A A BALKEMA PUBLISHERS,1997.
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