Yan Zhang1, Jichao Zhang1, Xinxing Xu2
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.39, No.2, pp. 1-6, 2023, DOI:10.23967/j.rimni.2023.05.007
- 09 June 2023
Abstract In
this
paper,
an
analytical
solution
is
developed
to
investigate
soil
consolidation
around
a
pile
under
earthquake
loading.
The
solution
is
validated
using
finite
element
method.
The
influence
of
various
parameters
on
excess
pore
water
pressure
is
analyzed.
The
results
show
that
excess
pore
water
pressure
increases
with
depth
and
is
positively
correlated
with
n
and
Neq
/
N1
,
while
negatively
correlated
with
η
,
χ
,
kv
,
and
td
.
The
values
of
η
,
χ
,
kv
,
Neq
/
N1
,
and
td
affect
excess
pore
water
pressure
during
and
after
the
earthquake,
while… More >
Login
Register
