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Volume 16
Issue 4
Jul. 2021
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Article Contents
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GEOTECHNICAL ENGINEERING TECHNIQUE
>
2002
>
16(4): 229-233
the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 229-233.
Citation:
the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads[J].
GEOTECHNICAL ENGINEERING TECHNIQUE
, 2002, 16(4): 229-233.
the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 229-233.
Citation:
the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads[J].
GEOTECHNICAL ENGINEERING TECHNIQUE
, 2002, 16(4): 229-233.
PDF
( 383 KB)
the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads
Received Date:
2002-04-08
Available Online:
2021-07-20
Abstract
Abstract
Through comparing the actual test data of some projects with the existing code,studying the design method of half-rigid pile foundation,in order to make the design result approach the test data mostly.
Keywords:
half-rigid pile
,
single pile
,
composite foundation
,
soil surrounding pile
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通讯作者:
陈斌, bchen63@163.com
1.
沈阳化工大学材料科学与工程学院 沈阳 110142
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