摘要
通过对粘性土中水平荷载桩的地基极限反力的研究,按塑性理论推得了粘性土中圆形截面水平荷载桩地基极限水平反力P_u的滑移线理论解,其p_u值为已引用多年的Broms建议值的一半或更小.经试桩资料验证,按此理论解答求得的桩顶极限水平荷载与实测值非常吻合.
According to the study on ultimate lateral resistance of laterally loaded piles in cohesive soil, the plasticity solutions of the ultimate lateral resistance pu of circular piles by sliding line theory were derived, and it is found that the values of pu are about half of those suggested by Broms. The ultimate lateral loads at the top of the piles obtained by the solutions are in good agreement with the measured ones
出处
《土木工程学报》
EI
CSCD
北大核心
1996年第2期10-18,共9页
China Civil Engineering Journal
