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Summary
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REFERENCES
1
.B
r
i
n
c
hH
a
n
s
e
n，J
.1
9
61
.T
h
eu
l
t
i
m
a
t
er
e
s
i
s
t
a
n
c
eo
fr
i
g
i
dp
i
l
e
sa
g
a
i
n
s
tt
r
a
n
s
v
e
r
s
a
lf
o
r
c
巴S
.B
u
l
l
e
t
i
nN
o
.
1
2，
D
a
n
i
s
hG
e
o
t
e
c
h
n
i
c
a
lI
n
s
t
i
t
u
t
e，C
o
p
e
n
h
a
g
巴n
，D
e
n
m
a
r
k
6
4
B
u
ll
.F
a
c
.Ag
，
.
r S
agaU
n
i
v
.No.7
8(
1
9
9
5
)
.L
.1
9
3
7
.D
i
s
c
u
s
s
i
o
nont
h
ep
a
p
e
r“L
a
t
e
r
a
lP
i
l
eLoadingT
e
s
t
s
"byL
.B
.F
e
a
g
i
n，T
r
a
n
s
a
c
2. Chang，Y
.1
0
2，p
p
.2
7
2
2
7
8
.
t
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横方向蒋重下におけるたわみ性杭の
支持カおよび変形
パンカマミディ V.R.N.サストリ@甲本達也@
ファピアン1.マノッポ・ヨゼフ E
.R.スマンボー
(生産環境工学講座)
王
子
成 8年 1
1月1
8日受理
摘要
傾斜荷重を受けるたわみ性杭の設計に際しては，杭の横方向支持力および水平変位特性を知
r
(= EpI
EsD4，ただし，
ることが重要である.たわみ性杭の鉛直支持力は，杭の相対離性 K
p/
p:杭のたわみ闘性， D 杭の根入れ深さ， Es:深さ Dにおげる土の王子均水平方向弾性係数)
E
p
l
の大きさには無関係であるが，横方向支持力は K
rが減少するにつれて小さくなる.
r三
五0
.
1の場合杭は剛性杭とみなされ，水平荷重下ではこの杭は杭中央部のある点を
一般に， K
中心に回転する.これに対してヲ K
r三
五0
.
0
1の場合杭はたわみ性杭とみなされ，水平荷重下では
rが上述の両限界値の中間にある場合は，杭は水平荷重下
この杭は杭中央部で曲げ変形する.K
において両杭の中間の挙動を示す.
これまで，杭の弾性変形状態および極限支持力状態における杭の有効根入れ深さの概念を導
入してヲたわみ性および翻性雨杭の間の関係を求める試みを行っており，かなりの成果を得て
いる.
本論文は，ゆるい砂地盤に設置したたわみ性モデル杭の水平荷重下における支持力および変
形特性を実験的に明らかにするとともに，提案した概念の適用性を検討したものである.

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