MY-PVD- IKBN-rev.0
Transcript of MY-PVD- IKBN-rev.0
INSTITUT KEMAHIRAN BELIA NEGARA
BANTING, SELANGOR – MALAYSIA
VERTICAL DRAINS Category: Infrastructure: Road
Client: Public Works Dept Malaysia
Engineer: Jurutera Konsult Maju
Contractor: Pembinaan Megah Ikhlas Sdn Bhd
Area /
Quantity: 121,400 m2
MY-PVD-LPT2 PACKAGE 12-REV.0 Page 1
PROJECT DESCRIPTION
An Institute with buildings up to 5-storey high
were to be constructed over soft clay.
As the underlying soil was highly compressible,
it was proposed that the soil be consolidated
before construction of building foundations to
minimize post-construction settlement.
OK U
R uang Jem ur an
K o r i d o rL obi
Tangga 02
Tangga 03
Tangga
04
Tangga
01
Tan das / Bi lik Mandi
u ti lit yM &E
B il ik 0 6 B ili k 07
Bi li k Tam uB ili k Sakit
Bi li k 10
Bi li k 12
Bi li k 11
Bi li k 09
Bi li k 08
Bi li k 03
B ili k 01
Bi li k 02
Bi li k 04
Bi li k 05
B il ik
B asuh
B il ik
G osok
Set or
P ejabat
Penye lia A sr am a
OK U
K o r i d o rL obi
Tangga
02
Tangga
03
Tangga 04
Tangga 01
Tan das / Bi lik Mandi
u ti lit yM &E
B il ik 0 6 B ili k 07
Bi li k Tam uB ili k Sakit
Bi li k 10
Bi li k 12
Bi li k 11
Bi li k 09
Bi li k 08
Bi li k 03
B ili k 01
Bi li k 02
Bi li k 04
Bi li k 05
Set or
M
astaka
SEKOLAHREKABENTUK
PENGELUARAN
motorcycleparking
SEKOLAHKEJURUTERAAN
AWAM
covered parking
primaryentrance
post guard
OKU
R uang Jemur an
K o r i d o r L obi
Tang ga 02
Tang ga 03
Tang ga
04
Tang ga
0 1
Ta ndas / B ili k Ma ndi
uti li ty M &E
Bil ik 06Bi li k 07
B ili k Tamu Bil ik Saki t
B ili k 10
B ili k 12
B il ik 11
B ili k 09
B ili k 08
Bi li k 03
B ili k 01
Bi li k 02
Bi li k 04
Bi li k 05
Bil ik
Basuh
Bil ik
G osok
S etor
P ejab at
Pe nyeli a Asr ama
landscapevisitor's parkingcovered
parking
visitor's parking
chainlink fence BRICK FENCING
walkway
landscape
landscape
ASRAMA LELAKI
ASRAMA PEREMPUAN
ASRAMA LELAKI
covered walkway
BOUNDARY LINE
reserve road 30m from centre road
40f
t bu
ildin
g se
tbac
k
BO
UN
DA
RY
LIN
E
40ft building setback
Site Layout Plan
SOIL CONDITION / GEOTECHNICAL PROBLEM
Project soil profile:
Project specifications:
Settlement:
� Total post construction settlement
shall not exceed 10% of primary
consolidation after completion of work.
� Seven (7) years post construction
settlement shall not exceed 10% of
the sum of the total theoretical
primary consolidation settlement and
secondary settlement. In addition,
total post construction settlement shall
not exceed 250 mm.
� Within the first seven (7) years of
service, the differential settlement
shall not exceed 100 mm within a
length of 50 m in areas of transition
between piled approach embankments
and general low embankment or 100
mm within a length of 100 m in areas
remote from structures and transition
zones.
MENARD SOLUTION
Prefabricated Vertical Drain (PVD) +
Surcharge (by others) was installed to
accelerate rate of consolidation and
improve soil undrained shear strength.