DRILL LOG HOLE NO. : B - EST - 1 PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION : SITE BONE RIVER COORDINATE X : INCLINATION : 90 O DRILLING : AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED : GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED : ( 0.00 - 5.00 ) m Gravelly SAND, whitish grey, fine to coarse sand, consist of com- ponent basalt,grano diorite, tuff, sand stone, sub angular to sub 1 rounded, maximum diameter 0.3 cm 1 well graded. 2 2 3 3 4 4 5 5.00 5 50 SHEET NO. 1 OF 1 CORE BARREL,BIT,CASING DWI HARSO WATER LEVEL GROUND WATER SPRING Ir. DAVE . M YBM YSO - 01 STANDARD PENETRATION TEST (N - Value) - 1.66 M 0BSERVABLE WATER LOSS AUGUSTUS 27' 2002 DATE DEPTH ( M ) COLOR DIP OF FAULT,JOINT,BEDDING ELEVATION ( M ) COLOUM SECTION SOIL, ROCK TYPE 50% DESCRIPTION GEOLOGICAL BOUNDARY BOTTOM OF HOLE DATE : AUGUSTUS 27' 2002 CORE RECOVERY ( % ) 123 O 03.725' SHEARING BY FAULT R. Q. D. (%) ELEMENTS CLASIFICATION CONDITION OF JOINT PLANNE CORE LENGTH AND SHARP HARDNESS WEATHERING CONDITION 00 O 33.658' CLASSIFICATION OF ROCK MASS DEPTH (M) BLOW(CM) SINGLE TUBE CORE BARREL Φ 73 ΜΜ, CASING F 89 MM BONE RIVER WHITISH GREY 10 20 30 40 50 WATER LEVEL BOTTOM OF HOLE - 6.66 D-39
7
Embed
DESCRIPTION WEATHERING CONDITION HARDNESS CORE …open_jicareport.jica.go.jp/pdf/11709797_12.pdf · Gravelly SAND, whitish grey, fine ... TEST (N - Value) SINGLE TUBE CORE BARREL
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
DRILL LOG HOLE NO. : B - EST - 1
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND, whitish grey, fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 0.3 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
50
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
- 1.66 M
0BS
ER
VA
BLE
WA
TER
LO
SS
AU
GU
STU
S 27
' 200
2D
ATE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
50%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 27' 2002
CO
RE
RE
CO
VE
RY
( %
)
123O 03.725'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00O 33.658'
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
BO
NE
RIV
ER
WH
ITIS
H G
REY
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.66
D-39
DRILL LOG HOLE NO. : B - EST - 2
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND,brownish grey,fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 5 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
BO
NE
RIV
ER
BR
OW
NIS
H G
REY
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
123o 03.742'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 31.134'100%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 28' 2002
CO
RE
RE
CO
VE
RY
( %
)
DA
TE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
AU
GU
STU
S 28
' 200
2
- 1.49 M
0BS
ER
VA
BLE
WA
TER
LO
SS
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
100
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.49
D-40
DRILL LOG HOLE NO. : B - EST - 3
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND, whitish grey, fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 0.5 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
90
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
- 1.76 M
0BS
ER
VA
BLE
WA
TER
LO
SS
AU
GU
STU
S 21
' 200
2D
ATE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
90%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 21' 2002
CO
RE
RE
CO
VE
RY
( %
)
123o 03.729'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 30.748'
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
BO
NE
RIV
ER
WH
ITIS
H G
REY
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.76
D-41
DRILL LOG HOLE NO. : B - EST - 4
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 4.00 ) m Gravelly SAND,brownish grey,fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 5 cm 1 well graded.
2 2
3 3
4 4.00 4 ( 4.00 - 5.00 ) m Gravelly SAND,grey,fine to medium sand,consist component gravel diorite,grano diorite,tuff,sand stone sub angular to sub rounded,max. diamter 3 cm,contain small of silt.
5 5.00 5
GR
EYB
RO
WN
ISH
GR
EY
RIV
ER D
EPO
SITE
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
123o 03.740'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 31.248'100%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 28' 2002
CO
RE
RE
CO
VE
RY
( %
)
DA
TE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
AU
GU
STU
S 28
' 200
2
- 1.66 M
0BS
ER
VA
BLE
WA
TER
LO
SS
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
100
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 5.66
- 6.66
D-42
DRILL LOG HOLE NO. : B - EST - 5
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 15.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :