薄壁管桩复合地基沉降及受力分析（可复制毕业论文）.pdf

河北工业大学
硕士学位论文
薄壁管桩复合地基沉降及受力分析
姓名:李凯
申请学位级别:硕士
专业:结构工程
指导教师:徐东强
20071201
薄壁管桩复合地基沉降及受力分析
ANALYSIS OF FORCE AND SETTLEMENT THE CONCRETE
THIN-WALL PIPE POSIT FOUNDATION
ABSTRACT
Cast-in-situ concrete thin-wall pipe pile(PCC pile) is a new type of pipe pile,it has
advantages of prestressed pipe pile,buffeting pipe-sunk piles and buffeting mould-sunk cutoff
wall. And be in charge of the pole technology for the thin-wall making use of now to deposit
concrete rationally, effective extension of making is put into use , the research bearing the weight
of a force to the person certainly needs extremely. On the basis the main body of a book is
studied in drawing whose prehominid's, calculating and optimizing design by the fact that the
scene tests that the land base studying pole treatment is soft with ANSYS simulation analysis,to
concrete thin-wall pipe post foundation thorough research and investigation and
discussion.
Simulation carrying out a pole when soil is analytical , often adopt the Goodman element to
carry out a contact surface in Finite Element Method. By introducing non-linear behaviors
(concrete behaviors, soil elastic and plastic behaviors and several classical methods of
interfaceelement) ,and recur to ANSYS finite element currency software, and based on APDL
languageprogramme form, the author made great effort on the mechanics characteristic modeling
of pilefoundation by the vertical and horizontal dynamic ltoads.
Thorough fact project,Yanhai road Tangshan high way,it’s analysis the concrete thin-wall
pipe post foundation’s force and settlement under the mollisol ground,get the following
conclution:
1. Thin-wall pipe posit foundation having very good load support capability and
shock resistance , soft cotton-padded mattress bed course bearing the weight of to foundation has
the active effect strenuously in land base.
2. Cushion and pole distance pound foundation and subside having very big effect,
analysis reache