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CÔN G TY CP Đ A CH T – X LÝ N N MÓN G – XÂY D N G Đ ÔN G D
N G
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
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ƯƠ DONG DUONG GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. PHÒNG THÍ NGHI M VÀ KI M Đ NH XÂY D NG LAS XD 989 LABORATORY AND CONSTRUCTION CONTROL LAS XD 989
VCB 1010245
COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH THAM LÖÔNG
VICAS 008 QMS LAS-XD 989
Dung troïng
THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)
Soá
KH
Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, %
Tyû troïngHeä soá Ñoâ loã Ñoä baõo
Giôùi haïn chaûy deûo
THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST)
KH maãu
Ñoä saâu
Ñoâ aåm
,
Heä soá roãng öùng vôùi töøng caáp aùp löïc, e
Unit weight
TT
Loã Khoan
Soûi saïn - Gravel
Caùt- Sand
Boät - Silt
Seùt-clay
Specific
roãng roãng
hoøa
Atterberg limit
C/ñoä k/caét öùng töøng caáp aùp löïc
Löïc dính
Goùc noäi
i
i
ï
x e d n
- g n a d
n a r t S
) 2
Void ratio for each pressures, e
Name
Sample
Depth of
10.0
5.0
2.0
1.0
0.5
0.25
0.1
0.05
0.01
<
öôùt
khoâ
Void
Poro- Satura- Liquid Plastic Plasticity
( Max shear stress for each pressures)
Cohesion
ma saùt
i
, y t i l i
Gravity
i
) G k / 2
i
Moisture content
n á e b
NO
bore
number
Specimen
>10
ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán
ñeán
0.005
Wet
Dry
ratio
sity
tion
limit
limit
Index
C
Angle of
e e e e e
t max (kG/cm2)
0.25
-0.5
1.0
2.0
4.0
m c / G k (
m c (
2 - 1 E
2 - 1 a
hole
Specimen
5.0
2.0
1.0
0.50 0.25 0.10 0.05
0.01
0.005
W
G
n
S
LL
PL
kG/cm2
friction, j
eo
Ip
g n û o t l
(m)
b i s s e r p m o c
0.125
0.250
0.50
1.0
2.0
3.0
f o . e o C - n ù e n á o s ä e H
l a c i t r e V n y u d o M
%
(mm)
g/cm3 g/cm3
g/cm3
%
%
%
%
%
I y t i d u q i L , t ệ s ộ Đ IL
u d o M
Ñoä(degree)
g w g k
24
37
38
39
40
41
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
25
26
27
28
29
30
31
32
33
34
35
36
1
HK1
HK1-1
1.8-2.0
4.3
15.7
30.0
9.0
41.0
26.6
1.874 1.480
2.700
0.824
45.2
87.1
34.2
16.3
17.9
0.58
0.778
0.75
0.723
0.695
0.663
0.028
26.460
0.254
0.370
0.601
0.139
1
13o00'
HK1-2
3.8-4.0
1.8
1.2
6.0
14.2 17.1
25.8
9.0
24.9
23.0
1.865 1.516
2.677
0.766
43.4
80.4
34.1
18.2
15.9
0.30
0.744
0.72
0.700
0.679
0.655
0.021
34.810
0.274
0.402
0.658
0.146
14o21'
2
HK1-3
5.8-6.0
3.0
10.3
9.4
27.5
8.2
15.4
2.6
23.6
23.9
1.903 1.536
2.680
0.745
42.7
86.0
34.3
17.6
16.7
0.38
0.714
0.69
0.660
0.629
0.588 0.030693
30.828
0.293
0.426
0.692
0.160
14o53'
3
HK1-4
7.8-8.0
0.8
7.8
13.3 40.3 11.6
6.6
3.6
16.0
22.5
1.894 1.546
2.679
0.733
42.3
82.2
33.2
18.0
15.2
0.30
0.688
0.66
0.637
0.612
0.585 0.024752
37.697
0.294
0.434
0.712
0.155
15o34'
4
3.0
15.0
27.0
7.8
47.2
21.0
2.009 1.660
2.706
0.630
38.7
90.2
40.3
20.0
20.3
0.05
0.613
0.60
0.593
0.579
0.561
0.0143
47.910
0.604
0.921
1.237
0.288
HK1-5
9.8-10.0
5
17o33'
2.6
9.4
35.6
8.6
43.8
22.0
1.995 1.635
2.730
0.670
40.1
89.7
43.2
21.0
22.2
0.05
0.647
0.64
0.621
0.605
0.588
0.0155
44.956
0.605
0.894
1.183
0.316
16o07'
HK1-6
11.8-12.0
6
3.0
7.0
8.9
37.8
4.2
39.1
20.5
1.962 1.628
2.720
0.671
40.1
83.1
42.1
20.0
22.1
0.02
0.652
0.64
0.626
0.612
0.593
0.0149
46.936
0.571
0.878
1.185
0.264
17o04'
HK1-7
13.8-14.0
7
5.0
13.8
21.9
15.3
44.0
21.4
1.996 1.644
2.719
0.654
39.5
89.0
41.0
20.4
20.6
0.05
0.634
0.62
0.611
0.594
0.577
0.0164
42.232
0.593
0.885
1.178
0.300
16o19'
HK1-8
15.8-16.0
8
HK1-9
17.8-18.0
2.5
5.7
9.0
24.9 18.4
17.6
5.9
16.0
21.1
2.047 1.690
2.679
0.585
36.9
96.6
35.0
19.2
15.8
0.12
0.553
0.53
0.502
0.479
0.453 0.022277
38.423
0.301
0.443
0.726
0.159
9
15o50'
HK1-10
19.8-20.0
3.0
7.0
13.0 22.1 29.9
6.0
5.5
5.6
19.0
2.061 1.732
2.670
0.542
35.1
93.7
24.2
18.6
0.07
0.519
0.51
0.486
0.466
0.448
0.02
53.489
0.508
0.914
1.319
0.103
22o04'
10
7.9
5.6
HK1-11
21.8-22.0
0.3
7.9
29.6 34.7
7.5
7.6
4.7
19.9
2.038 1.700
2.672
0.572
36.4
93.0
25.0
18.2
0.25
0.548
0.53
0.516
0.498
0.474
0.0183
59.638
0.550
1.007
1.463
0.093
24o33'
11
7.7
6.8
3.4
6.6
30.3
12.9
46.8
20.0
2.003 1.669
2.744
0.644
39.2
85.2
40.3
19.6
20.7
0.02
0.624
0.61
0.596
0.582
0.563
0.0143
48.004
0.595
0.887
1.179
0.303
16o17'
HK1-12
23.8-24.0
12
2.8
9.0
26.0
13.0
49.2
21.7
2.062 1.694
2.730
0.612
37.9
96.9
42.6
20.4
22.2
0.06
0.591
0.58
0.568
0.553
0.533
0.0152
44.355
0.612
0.924
1.237
0.299
17o22'
HK1-13
25.8-26.0
13
0.1
13.6 14.2
23.6
7.7
40.8
19.4
1.976 1.655
2.728
0.648
39.3
81.6
44.3
19.0
25.3
0.02
0.632
0.62
0.607
0.590
0.575
0.0171
40.412
0.580
0.889
1.198
0.271
17o10'
HK1-14
27.8-28.0
14
1.3
7.7
20.6 14.2
18.9
15.0
22.3
24.0
1.970 1.589
2.677
0.685
40.6
93.8
38.3
22.5
15.8
0.09
0.660
0.65
0.627
0.609
0.589
0.0185
50.132
0.505
0.808
1.112
0.201
16o53'
HK1-15
29.8-30.0
15
HK2
HK2-1
1.8-2.0
2.1
34.8
13.7
49.4
77.9
1.423 0.800
2.600
2.250
69.2
90.0
70.4
36.5
33.9
1.22
2.087
1.99
1.847
1.690
1.533
0.157
7.798
0.071
0.078
0.091
0.065
2o58'
16
HK2-2
3.8-4.0
4.0
13.2 27.8 21.7 10.8
6.9
6.1
9.5
20.0
1.906 1.588
2.679
0.687
40.7
78.0
25.6
19.4
6.2
0.10
0.647
0.62
0.590
0.565
0.529
0.025
45.792
0.462
0.819
1.176
0.105
19o39'
17
HK2-3
5.8-6.0
4.7
3.0
15.3 21.4 11.3
15.3
6.5
22.5
23.6
1.903 1.540
2.682
0.742
42.6
85.4
32.3
17.6
14.7
0.41
0.705
0.68
0.646
0.616
0.580 0.029703
31.587
0.295
0.430
0.700
0.160
18
15o07'
0.4
7.3
10.3
32.2
6.8
43.0
21.4
1.950 1.606
2.733
0.702
41.2
83.3
40.0
20.0
20.0
0.07
0.678
0.66
0.643
0.625
0.606
0.0181
39.030
0.567
0.854
1.141
0.280
16o01'
HK2-4
7.8-8.0
19
0.1
4.7
16.0
19.9
13.3
46.0
20.9
1.976 1.634
2.702
0.654
39.5
86.4
42.6
19.6
23.0
0.06
0.637
0.63
0.612
0.596
0.577
0.0161
43.048
0.566
0.872
1.177
0.261
16o59'
HK2-5
9.8-10.0
20
5.2
12.8
33.5
3.4
45.1
20.0
1.939 1.616
2.701
0.671
40.2
80.5
41.3
19.2
22.1
0.04
0.651
0.64
0.627
0.612
0.592
0.0155
45.136
0.644
0.954
1.265
0.333
17o15'
HK2-6
11.8-12.0
21
5.0
36.6
6.0
52.4
21.0
1.989 1.644
2.705
0.645
39.2
88.0
44.3
20.5
23.8
0.02
0.629
0.62
0.607
0.593
0.581
0.0149
46.388
0.621
0.935
1.250
0.306
HK2-7
13.8-14.0
22
17o28'
0.9
10.9
26.0
12.2
50.0
20.3
1.960 1.629
2.711
0.664
39.9
82.9
40.6
20.1
20.5
0.01
0.643
0.63
0.617
0.603
0.589
0.0141
49.304
0.608
0.933
1.258
0.283
18o00'
HK2-8
15.8-16.0
23
HK2-9
17.8-18.0
1.8
5.1
14.6 30.4 13.1
11.5
4.5
19.0
23.5
1.990 1.611
2.679
0.663
39.9
95.0
33.0
18.6
14.4
0.34
0.630
0.60
0.579
0.557
0.536 0.021782
41.320
0.381
0.528
0.824
0.233
16o27'
24
HK2-10
19.8-20.0
0.5
5.1
11.6 31.3 24.0
8.5
7.0
4.5
18.6
2.021 1.704
2.672
0.568
36.2
87.5
24.0
18.3
0.05
0.549
0.53
0.517
0.496
0.471
0.0209
52.264
0.526
0.961
1.395
0.092
23o29'
25
7.5
5.7
HK2-11
21.8-22.0
2.0
8.0
10.0 31.8 23.1
7.9
7.2
3.1
19.9
2.051 1.711
2.670
0.560
35.9
94.8
25.1
18.5
0.21
0.538
0.52
0.503
0.483
0.464
0.02
54.104
0.560
1.020
1.481
0.099
26
6.9
6.6
24o44'
HK2-12
23.8-24.0
0.9
3.1
12.8 20.5 34.4 14.7
8.3
3.3
18.0
2.086 1.768
2.662
0.506
33.6
94.8
0.484
0.47
0.454
0.435
0.411
0.019
58.156
0.624
1.198
1.772
0.050
29o51'
27
2.0
5.0
10.5
33.4
12.1
39.0
23.6
1.978 1.600
2.696
0.685
40.7
92.9
37.9
19.2
18.7
0.24
0.655
0.64
0.615
0.598
0.581
0.017
40.850
0.505
0.798
1.092
0.211
16o22'
HK2-13
25.8-26.0
28
7.3
14.2 11.1
24.5
7.3
35.6
24.1
1.979 1.595
2.699
0.692
40.9
94.0
39.5
20.6
18.9
0.19
0.667
0.65
0.631
0.615
0.606
0.0153
45.825
0.495
0.781
1.067
0.209
15o58'
HK2-14
27.8-28.0
29
3.1
19.9 17.0
14.0
6.0
40.0
24.5
1.994 1.602
2.690
0.679
40.4
97.0
38.4
20.0
18.4
0.24
0.659
0.64
0.627
0.612
0.595
0.0155
45.147
0.529
0.828
1.127
0.230
16o39'
HK2-15
29.8-30.0
30
HK3
HK3-1
1.8-2.0
2.5
9.5
15.5
21.0
6.3
45.2
24.0
1.888 1.522
2.711
0.781
43.9
83.3
32.1
14.3
17.8
0.55
0.742
0.72
0.696
0.670
0.641
0.026
28.049
0.249
0.359
0.577
0.140
31
12o20'
HK3-2
3.8-4.0
1.8
16.7 13.3
23.2
3.9
41.1
23.3
1.903 1.543
2.706
0.754
43.0
83.7
36.2
17.2
19.0
0.32
0.721
0.70
0.679
0.659
0.633 0.021053
34.294
0.305
0.431
0.681
0.180
14o04'
32
HK3-3
5.8-6.0
4.7
3.0
8.8
20.0 18.0
15.9
8.1
21.5
21.4
1.943 1.601
2.679
0.673
40.2
84.9
30.2
18.0
12.2
0.27
0.649
0.63
0.611
0.586
0.559 0.024752
37.098
0.310
0.455
0.745
0.165
16o11'
33
HK3-4
7.8-8.0
0.8
3.9
8.2
17.6 24.0 11.6
14.2
4.2
15.5
20.2
1.964 1.634
2.677
0.638
39.0
84.7
30.8
16.2
14.6
0.27
0.611
0.59
0.576
0.554
0.528
0.022
40.864
0.299
0.446
0.739
0.152
16o22'
34
2.8
9.2
35.7
8.8
43.5
22.5
1.973 1.611
2.735
0.698
41.1
88.2
40.3
21.0
19.3
0.08
0.674
0.66
0.644
0.627
0.606
0.017
41.584
0.573
0.880
1.188
0.265
HK3-5
9.8-10.0
35
17o06'
1.0
5.4
30.0
15.4
48.2
21.9
1.993 1.635
2.724
0.666
40.0
89.6
43.6
20.3
23.3
0.07
0.651
0.64
0.624
0.609
0.590
0.0149
46.861
0.646
0.950
1.253
0.342
16o54'
HK3-6
11.8-12.0
36
0.9
3.8
6.5
30.9
16.3
41.6
20.4
1.978 1.643
2.720
0.656
39.6
84.6
42.4
19.5
22.9
0.04
0.639
0.63
0.615
0.599
0.581
0.016
43.136
0.610
0.927
1.243
0.294
17o33'
HK3-7
13.8-14.0
37
3.0
15.8
17.9
13.1
50.2
21.0
2.009 1.660
2.716
0.636
38.9
89.7
41.6
20.5
21.1
0.02
0.618
0.61
0.590
0.574
0.556
0.016
42.206
0.577
0.865
1.154
0.288
16o06'
HK3-8
15.8-16.0
38
1.7
8.3
20.5 16.3
20.2
7.2
25.8
22.9
1.936 1.575
2.680
0.702
41.2
87.5
35.2
21.0
14.2
0.13
0.666
0.65
0.625
0.597
0.566
0.028
33.411
0.334
0.475
0.759
0.192
HK3-9
17.8-18.0
39
15o49'
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH THAM LÖÔNG
Moâ Taû Teân Ñaát - Discription
42
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt pha maøu xaùm naâu vaøng, xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Seùt maøu naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, traïng thaùi nöûa cöùng
Seùt pha maøu xaùm xanh, xaùm vaøng, traïng thaùi nöûa cöùng
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Caùt pha maøu xaùm vaøng, traïng thaùi deûo
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt pha maøu xaùm naâu vaøng, xaùm traéng, traïng thaùi deûo cöùng
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt mòn laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, traïng thaùi deûo cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt pha maøu xaùm naâu, xaùm xanh, traïng thaùi deûo cöùng
Ị
Ử
Ự
Ấ
Ề
CÔN G TY CP Đ A CH T – X LÝ N N MÓN G – XÂY D N G Đ ÔN G D
N G
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
Ự
Ệ
Ể
Ị
ƯƠ DONG DUONG GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. PHÒNG THÍ NGHI M VÀ KI M Đ NH XÂY D NG LAS XD 989 LABORATORY AND CONSTRUCTION CONTROL LAS XD 989
VCB 1010245
COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH THAM LÖÔNG
VICAS 008 QMS LAS-XD 989
Dung troïng
THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)
Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, %
Tyû troïngHeä soá Ñoâ loã Ñoä baõo
Giôùi haïn chaûy deûo
THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST)
Soá
KH
KH maãu
Ñoä saâu
Ñoâ aåm
,
Heä soá roãng öùng vôùi töøng caáp aùp löïc, e
Unit weight
Soûi saïn - Gravel
Caùt- Sand
Boät - Silt
Seùt-clay
Specific
roãng roãng
hoøa
Atterberg limit
C/ñoä k/caét öùng töøng caáp aùp löïc
Löïc dính
Goùc noäi
TT
Loã Khoan
i
i
ï
x e d n
- g n a d
n a r t S
) 2
Void ratio for each pressures, e
Name
Sample
Depth of
10.0
5.0
2.0
1.0
0.5
0.25
0.1
0.05
0.01
<
öôùt
khoâ
Void
Poro- Satura- Liquid Plastic Plasticity
( Max shear stress for each pressures)
Cohesion
ma saùt
i
, y t i l i
Gravity
i
) G k / 2
i
Moisture content
n á e b
NO
bore
number
Specimen
>10
ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán
ñeán
0.005
Wet
Dry
ratio
sity
tion
limit
limit
Index
C
Angle of
e e e e e
t max (kG/cm2)
0.25
-0.5
1.0
2.0
4.0
m c / G k (
m c (
40
HK3-10
19.8-20.0
0.7
3.9
7.4
26.2 33.5 10.3
7.7
3.0
18.5
2.000 1.688
2.672
0.583
36.8
84.6
24.1
18.2
5.9
0.0433 0.546
0.53
0.508
0.488
0.460
0.514
0.926
1.339
0.102
22o24'
7.3
I y t i d u q i L , t ệ s ộ Đ
41
HK3-11
21.8-22.0
3.8
13.0 16.0 37.6
9.6
6.4
5.4
20.5
2.018 1.675
2.677
0.598
37.4
91.6
25.0
19.3
5.7
0.2054 0.572
0.56
0.534
0.515
0.493
0.500
0.895
1.291
0.104
21o35'
f o . e o C - b n i ù s e s e n r á p 2 o m - 0.020 1 s a o ä c e H 0.019
8.2
l a c i t r g e n V û 2 - n o 1 54.299 E y t u l u d d o o 57.533 M M
42
HK3-12
23.8-24.0
2.6
7.4
26.1 38.1 13.4
9.8
1.0
19.2
2.030 1.703
2.660
0.562
36.0
90.9
0.542
0.53
0.506
0.485
0.455
0.020
56.120
0.626
1.216
1.807
0.035
30o34'
1.6
43
HK3-13
25.8-26.0
1.6
8.9
41.0 17.6 13.3
7.6
6.5
2.7
19.0
2.073 1.742
2.660
0.527
34.5
95.9
0.504
0.49
0.475
0.457
0.446
0.018
62.482
0.668
1.306
1.944
0.030
0.8
32o20'
44
HK3-14
27.8-28.0
4.0
9.7
15.1
23.6
13.7
33.9
24.4
1.993 1.602
2.699
0.685
40.6
96.2
42.0
20.5
21.5
0.1814 0.660
0.64
0.622
0.605
0.579
0.017
41.027
0.553
0.862
1.171
0.244
17o10'
45
HK3-15
29.8-30.0
2.0
13.5 13.3
26.1
11.1
34.0
24.6
2.007 1.611
2.698
0.675
40.3
98.4
40.2
21.6
18.6
0.1613 0.654
0.64
0.617
0.599
0.576
0.0178
39.065
0.538
0.847
1.155
0.230
17o08'
46
HK4
HK4-1
1.8-2.0
2.0
41.3
11.2
45.5
80.0
1.474 0.819
2.599
2.173
68.5
95.7
73.2
35.2
38.0
1.18
2.030
1.94
1.811
1.618
1.463
0.193
6.263
0.081
0.087
0.100
0.074
3o00'
47
HK4-2
3.8-4.0
4.0
41.0
11.5
43.5
76.0
1.461 0.830
2.600
2.133
68.1
92.7
71.1
35.0
36.1
1.14
2.005
1.93
1.786
1.610
1.433
0.176
6.807
0.088
0.095
0.111
0.080
3o30'
48
HK4-3
5.8-6.0
2.4
11.3 31.3 24.5
8.0
9.5
4.9
8.1
22.3
1.902 1.555
2.671
0.718
41.8
83.0
26.9
20.1
6.8
0.32
0.673
0.65
0.623
0.596
0.559
0.027
43.280
0.456
0.805
1.154
0.107
19o14'
49
HK4-4
7.8-8.0
3.0
7.7
12.3 25.5
9.9
16.6
4.9
20.1
24.0
1.898 1.531
2.677
0.749
42.8
85.8
31.0
18.0
13.0
0.46
0.712
0.69
0.660
0.633
0.598 0.026733
35.395
0.286
0.422
0.695
0.150
15o14'
50
HK4-5
9.8-10.0
1.0
9.3
12.7
21.0
11.8
44.2
22.0
1.940 1.590
2.705
0.701
41.2
84.9
38.0
18.6
19.4
0.18
0.678
0.66
0.647
0.630
0.605
0.0172
41.168
0.589
0.891
1.192
0.288
16o46'
51
HK4-6
11.8-12.0
4.1
18.9
22.0
14.0
41.0
23.0
1.943 1.580
2.704
0.711
41.6
87.4
39.0
18.1
20.9
0.23
0.686
0.67
0.649
0.632
0.613
0.0175
40.523
0.550
0.841
1.132
0.259
16o13'
52
HK4-7
13.8-14.0
2.1
35.9
12.8
49.2
20.6
1.989 1.649
2.700
0.637
38.9
87.3
44.0
20.0
24.0
0.03
0.623
0.61
0.597
0.581
0.564
0.016
42.906
0.594
0.892
1.189
0.297
16o34'
53
HK4-8
15.8-16.0
2.5
12.5
30.1
11.9
43.0
21.6
2.053 1.688
2.730
0.617
38.2
95.5
42.1
21.0
21.1
0.03
0.594
0.58
0.560
0.544
0.522
0.0164
40.902
0.615
0.931
1.246
0.300
17o30'
54
HK4-9
17.8-18.0
0.9
14.6 14.5
21.1
8.6
40.3
21.0
2.045 1.690
2.726
0.613
38.0
93.4
41.6
19.5
22.1
0.07
0.585
0.57
0.547
0.531
0.511 0.015149
43.904
0.595
0.902
1.209
0.288
17o04'
55
HK4-10
19.8-20.0
2.0
8.7
13.8 19.7 25.2
7.0
11.0
3.9
19.6
2.040 1.706
2.679
0.570
36.3
92.1
25.5
18.6
0.14
0.545
0.53
0.511
0.487
0.468
0.0236
46.089
0.524
0.948
1.372
0.100
22o59'
6.9
8.7
56
HK4-11
21.8-22.0
2.5
4.4
19.3 25.6 17.7
7.5
11.8
3.8
20.0
2.056 1.713
2.670
0.559
35.8
95.6
25.9
19.0
0.14
0.532
0.52
0.495
0.475
0.454
0.02
53.820
0.542
0.989
1.437
0.094
24o07'
6.9
7.4
57
HK4-12
23.8-24.0
2.6
4.7
13.7 37.4 21.6
8.0
8.7
1.8
17.9
2.054 1.742
2.662
0.528
34.6
90.2
0.506
0.49
0.473
0.454
0.433
0.0183
61.153
0.655
1.275
1.895
0.035
31o48'
1.5
58
HK4-13
25.8-26.0
3.0
7.0
20.5 34.5 17.0
8.0
7.5
1.6
17.4
2.037 1.735
2.669
0.538
35.0
86.3
0.513
0.50
0.479
0.459
0.438
0.02
56.210
0.683
1.329
1.976
0.036
32o53'
0.9
59
HK4-14
27.8-28.0
2.7
11.3 20.0
21.0
7.0
38.0
23.8
1.965 1.587
2.693
0.697
41.1
92.0
39.9
21.0
18.9
0.15
0.676
0.66
0.646
0.629
0.616
0.0166
42.632
0.486
0.772
1.059
0.199
16o00'
60
HK4-15
29.8-30.0
4.5
15.6 16.6
15.1
9.1
39.1
23.7
1.978 1.599
2.695
0.685
40.7
93.2
40.0
22.0
18.0
0.09
0.664
0.65
0.633
0.617
0.600
0.0158
44.440
0.499
0.795
1.090
0.204
16o27'
Toång hôïp keát quaû thí nghieäm (Complied by)
PHOØNG THÍ NGHIEÄM & KIEÅM ÑÒNH XD LAS-XD 989 LABORATORY AND CONSTRUCTION CONTROL LASXD 989
Tröôûng Phoøng (Chief of Lab)
ạ
Ks. Ph m Vaên Khöông
Ks. Phaïm Thò Hoàng Dung
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH THAM LÖÔNG
Moâ Taû Teân Ñaát - Discription
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt mòn laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
Caùt thoâ laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Caùt pha maøu xaùm vaøng, traïng thaùi deûo
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt trung laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
Caùt trung laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
PHOØNG THÍ NGHIEÄM & KIEÅM ÑÒNH XD LAS-XD 989 LABORATORY AND CONSTRUCTION CONTROL LASXD 989 Tröôûng Phoøng (Chief of Lab)
Ks. Phaïm Thò Hoàng Dung
Ấ
Ử
Ự
Ề
Ị
ƯƠ
CÔNG TY CP Đ A CH T – X LÝ N N MÓNG – XÂY D NG ĐÔNG D
NG
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
Ự
Ệ
Ể
Ị
VCB 1010245
VICAS 008 QMS
INDOCHINA GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. PHÒNG THÍ NGHI M VÀ KI M Đ NH XÂY D NG LAS XD 989 LABORATORY AND CONSTRUCTION CONTROL LAS XD 989
LAS-XD 989
COÂNG TRÌNH (PROJECT): KHO XÖÔÛNG CUÏM 15 VAØ CUÏM 16 KCN TBII
Dung troïng
THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)
Ñoâ aåm
-
,
Unit weight
i
i
ï
x e d n
g n a d
n a r t S
) 2
thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) Soá KH KH maãu Ñoä saâu Heä soá roãng öùng vôùi töøng caáp aùp löïc, e Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi TT Loã Khoan
i
, y t i l i
i
) G k / 2
i
n á e b
Void ratio for each pressures, e Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ Void Poro- Satura- Liquid Plastic Plasticity ( Max shear stress for each pressures) Cohesion ma saùt Gravity Moisture content e e e e e NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index C Angle of
t max (kG/cm2)
0.25
-0.5
1.0
2.0
4.0
f o . e o C - n ù e n
m c / G k (
m c (
2 - 1 E
2 - 1 a
g n û o t l
b i s s e r p m o c
á o s ä e H
l a c i t r e V n y u d o M
I y t i d u q i L , t ệ s ộ Đ IL
u d o M
Lôùp 1: Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
g w g k hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W G n S LL PL kG/cm2 friction, j eo Ip (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) % % % % % % g/cm3 g/cm3 g/cm3 Ñoä(degree) 23 24 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 1
1 HK2 HK2-1 1.8-2.0 34.8 13.7 49.4 77.9 1.423 0.800 2.600 2.250 69.2 90.0 70.4 36.5 33.9 1.22 2.087 1.99 1.847 1.690 1.533 0.157 7.798 0.071 0.078 0.091 2.1 0.065 2o58'
2 HK4 HK4-1 1.8-2.0 41.3 11.2 45.5 80.0 1.474 0.819 2.599 2.173 68.5 95.7 73.2 35.2 38.0 1.18 2.030 1.94 1.811 1.618 1.463 0.193 6.263 0.081 0.087 0.100 2.0 0.074 3o00'
3 HK4 HK4-2 3.8-4.0 41.0 11.5 43.5 76.0 1.461 0.830 2.600 2.133 68.1 92.7 71.1 35.0 36.1 1.14 2.005 1.93 1.786 1.610 1.433 0.176 6.807 0.088 0.095 0.111 4.0 0.080 3o30'
ị Giá tr trung bình / Average value #REF! 39.0 12.1 46.1 78.0 1.453 0.816 2.600 2.185 68.6 92.8 71.6 35.6 36.0 1.18 2.041 1.95 1.815 1.639 1.476 0.175 6.956 0.080 0.087 0.101 2.7 0.073 3º09'
ộ ệ ẩ Đ l ch chu n / Deviation 1.63 0.022 0.01 0.00 0.05 0.48 2.31 1.19 0.66 1.68 0.03 0.03 0.03 0.03 0.04 0.04 0.01 0.01 0.01 0.01 0.64 0.006 0.0
ệ ố ế ổ H s bi n đ i / Coefficient of change 0.02 0.015 0.02 0.00 0.02 0.01 0.02 0.02 0.02 0.05 0.03 0.02 0.01 0.01 0.02 0.03 0.08 0.08 0.08 0.08 0.09 0.080 0.3
ị ớ ạ Giá tr gi i h n II / Second Limit State 0.066 1º57'
Lôùp 2: Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm-deûo cöùng
ị ớ ạ Giá tr gi i h n I / First Limit State 0.061 1º00'
1 HK1 HK1-1 1.8-2.0 4.3 15.7 30.0 41.0 26.6 1.874 1.480 2.700 0.824 45.2 87.1 34.2 16.3 17.9 0.58 0.778 0.75 0.723 0.695 0.663 0.028 26.460 0.254 0.370 0.601 0.139 9.0 13o00'
2 HK3 HK3-1 1.8-2.0 2.5 9.5 15.5 21.0 45.2 24.0 1.888 1.522 2.711 0.781 43.9 83.3 32.1 14.3 17.8 0.55 0.742 0.72 0.696 0.670 0.641 0.026 28.049 0.249 0.359 0.577 0.140 12o20' 6.3
3 HK3 HK3-2 3.8-4.0 1.8 16.7 13.3 23.2 41.1 23.3 1.903 1.543 2.706 0.754 43.0 83.7 36.2 17.2 19.0 0.32 0.721 0.70 0.679 0.659 0.633 0.0210526 34.294 0.305 0.431 0.681 0.180 14o04' 3.9
ị Giá tr trung bình / Average value #REF! 1.4 10.2 14.8 24.7 42.4 24.6 1.888 1.515 2.706 0.786 44.0 84.7 34.2 15.9 18.2 0.48 0.747 0.72 0.699 0.675 0.646 0.025 29.601 0.270 0.386 0.620 0.153 13º08' 6.4
ộ ệ ẩ Đ l ch chu n / Deviation 1.42 0.012 0.03 0.00 0.03 0.91 1.71 1.67 1.21 0.54 0.11 0.02 0.02 0.02 0.02 0.01 0.03 0.03 0.04 0.028 0.021 0.00 3.38
ệ ố ế ổ H s bi n đ i / Coefficient of change 0.06 0.006 0.02 0.00 0.04 0.02 0.02 0.05 0.08 0.03 0.24 0.03 0.03 0.03 0.02 0.02 0.09 0.08 0.07 0.182 0.090 0.12 0.11
ị ớ ạ Giá tr gi i h n II / Second Limit State 0.120 11º46'
Lôùp 3: Caùt pha maøu xaùm vaøng, traïng thaùi deûo
ị ớ ạ Giá tr gi i h n I / First Limit State 0.094 10º40'
1 HK2 HK2-2 3.8-4.0 4.0 13.2 27.8 21.7 10.8 20.0 1.906 1.588 2.679 0.687 40.7 78.0 25.6 19.4 0.10 0.647 0.62 0.590 0.565 0.529 0.025 45.792 0.462 0.819 1.176 0.105 19o39' 6.9 6.1 9.5 6.2
2 HK2 HK4-3 5.8-6.0 2.4 11.3 31.3 24.5 8.0 22.3 1.902 1.555 2.671 0.718 41.8 83.0 26.9 20.1 0.32 0.673 0.65 0.623 0.596 0.559 0.027 43.280 0.456 0.805 1.154 0.107 19o14' 9.5 4.9 8.1 6.8
ị Giá tr trung bình / Average value #REF! 3.2 12.3 29.6 23.1 9.4 21.2 1.904 1.572 2.675 0.702 41.3 80.5 26.3 19.8 0.21 0.660 0.64 0.607 0.581 0.544 0.026 44.536 0.459 0.812 1.165 0.106 19º26' 8.2 5.5 8.8 6.5
ộ ệ ẩ Đ l ch chu n / Deviation 1.15 0.002 0.02 0.00 0.02 0.53 2.50 0.65 0.35 0.30 0.11 0.01 0.02 0.02 0.02 0.02 0.00 0.01 0.01 0.010 0.005 0.00 1.26
ệ ố ế ổ H s bi n đ i / Coefficient of change 0.05 0.001 0.01 0.00 0.02 0.01 0.03 0.02 0.02 0.05 0.54 0.02 0.02 0.03 0.03 0.03 0.01 0.01 0.01 0.099 0.014 0.04 0.03
ị ớ ạ Giá tr gi i h n II / Second Limit State 0.094 19º08'
Lôùp 4: Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
ị ớ ạ Giá tr gi i h n I / First Limit State 0.084 18º55'
1 HK1 HK1-2 3.8-4.0 1.8 1.2 6.0 14.2 17.1 25.8 24.9 23.0 1.865 1.516 2.677 0.766 43.4 80.4 34.1 18.2 15.9 0.30 0.744 0.72 0.700 0.679 0.655 0.021 34.810 0.274 0.402 0.658 0.146 14o21' 9.0
2 HK1 HK1-3 5.8-6.0 3.0 10.3 9.4 27.5 8.2 15.4 23.9 1.903 1.536 2.680 0.745 42.7 86.0 34.3 17.6 16.7 0.38 0.714 0.69 0.660 0.629 0.588 0.0306931 30.828 0.293 0.426 0.692 0.160 14o53' 23.6 2.6
3 HK1 HK1-4 7.8-8.0 0.8 7.8 13.3 40.3 11.6 6.6 22.5 1.894 1.546 2.679 0.733 42.3 82.2 33.2 18.0 15.2 0.30 0.688 0.66 0.637 0.612 0.585 0.0247525 37.697 0.294 0.434 0.712 0.155 16.0 3.6 15o34'
4 HK2 HK2-3 5.8-6.0 4.7 3.0 15.3 21.4 11.3 15.3 22.5 23.6 1.903 1.540 2.682 0.742 42.6 85.4 32.3 17.6 14.7 0.41 0.705 0.68 0.646 0.616 0.580 0.029703 31.587 0.295 0.430 0.700 0.160 6.5 15o07'
5 HK3 HK3-3 5.8-6.0 4.7 3.0 8.8 20.0 18.0 15.9 21.5 21.4 1.943 1.601 2.679 0.673 40.2 84.9 30.2 18.0 12.2 0.27 0.649 0.63 0.611 0.586 0.559 0.0247525 37.098 0.310 0.455 0.745 0.165 8.1 16o11'
6 HK3 HK3-4 7.8-8.0 0.8 3.9 8.2 17.6 24.0 11.6 14.2 20.2 1.964 1.634 2.677 0.638 39.0 84.7 30.8 16.2 14.6 0.27 0.611 0.59 0.576 0.554 0.528 0.022 40.864 0.299 0.446 0.739 0.152 16o22' 15.5 4.2
7 HK4 HK4-4 7.8-8.0 3.0 7.7 12.3 25.5 9.9 16.6 24.0 1.898 1.531 2.677 0.749 42.8 85.8 31.0 18.0 13.0 0.46 0.712 0.69 0.660 0.633 0.598 0.0267327 35.395 0.286 0.422 0.695 0.150 20.1 4.9 15o14'
ị Giá tr trung bình / Average value #REF! 0.1 3.1 5.9 11.8 24.7 12.5 15.7 20.6 22.7 1.910 1.558 2.679 0.721 41.8 84.2 32.3 17.7 14.6 0.34 0.689 0.67 0.641 0.616 0.585 0.026 35.468 0.293 0.431 0.706 0.155 15º23' 5.6
ộ ệ ẩ Đ l ch chu n / Deviation 1.32 0.033 0.04 0.00 0.04 1.49 1.94 1.53 0.63 1.45 0.07 0.04 0.04 0.04 0.04 0.04 0.01 0.02 0.03 0.009 0.007 0.00 3.25
ệ ố ế ổ H s bi n đ i / Coefficient of change 0.06 0.017 0.03 0.00 0.06 0.04 0.02 0.05 0.04 0.10 0.20 0.06 0.06 0.06 0.06 0.06 0.04 0.04 0.04 0.061 0.026 0.13 0.09
ị ớ ạ Giá tr gi i h n II / Second Limit State 1.896 0.145 14º58'
Lôùp 5: Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
ị ớ ạ Giá tr gi i h n I / First Limit State 1.886 0.139 14º43'
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CÔNG TY CP Đ A CH T – X LÝ N N MÓNG – XÂY D NG ĐÔNG D
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INDOCHINA GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo.
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PHÒNG THÍ NGHI M VÀ KI M Đ NH XÂY D NG LAS XD 989 LABORATORY AND CONSTRUCTION CONTROL LAS XD 989
Dung troïng
THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)
Ñoâ aåm
-
,
Unit weight
i
i
ï
x e d n
g n a d
n a r t S
) 2
Soá KH thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) KH maãu Ñoä saâu Heä soá roãng öùng vôùi töøng caáp aùp löïc, e TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi
i
, y t i l i
i
) G k / 2
i
n á e b
Void ratio for each pressures, e Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ Void Poro- Satura- Liquid Plastic Plasticity ( Max shear stress for each pressures) Cohesion ma saùt Gravity Moisture content e e e e e NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index C Angle of
t max (kG/cm2)
0.25
-0.5
1.0
2.0
4.0
f o . e o C - n ù e n
m c / G k (
m c (
2 - 1 E
2 - 1 a
g n û o t l
b i s s e r p m o c
á o s ä e H
l a c i t r e V n y u d o M
I y t i d u q i L , t ệ s ộ Đ IL
u d o M
g w g k hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W G n S LL PL kG/cm2 friction, j eo Ip (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) g/cm3 g/cm3 g/cm3 % % % % % % Ñoä(degree) 1 HK1 HK1-5 9.8-10.0 3.0 15.0 27.0 47.2 21.0 2.009 1.660 2.706 0.630 38.7 90.2 40.3 20.0 20.3 0.05 0.613 0.60 0.593 0.579 0.561 0.014 47.910 0.604 0.921 1.237 0.288 7.8 17o33'
2 HK1 HK1-6 11.8-12.0 2.6 9.4 35.6 43.8 22.0 1.995 1.635 2.730 0.670 40.1 89.7 43.2 21.0 22.2 0.05 0.647 0.64 0.621 0.605 0.588 0.016 44.956 0.605 0.894 1.183 0.316 8.6 16o07'
3 HK1 HK1-7 13.8-14.0 3.0 7.0 8.9 37.8 39.1 20.5 1.962 1.628 2.720 0.671 40.1 83.1 42.1 20.0 22.1 0.02 0.652 0.64 0.626 0.612 0.593 0.015 46.936 0.571 0.878 1.185 0.264 17o04' 4.2
4 HK1 HK1-8 15.8-16.0 5.0 13.8 21.9 15.3 44.0 21.4 1.996 1.644 2.719 0.654 39.5 89.0 41.0 20.4 20.6 0.05 0.634 0.62 0.611 0.594 0.577 0.016 42.232 0.593 0.885 1.178 0.300 16o19'
5 HK2 HK2-4 7.8-8.0 0.4 7.3 10.3 32.2 6.8 43.0 21.4 1.950 1.606 2.733 0.702 41.2 83.3 40.0 20.0 20.0 0.07 0.678 0.66 0.643 0.625 0.606 0.018 39.030 0.567 0.854 1.141 0.280 16o01'
6 HK2 HK2-5 9.8-10.0 0.1 4.7 16.0 19.9 13.3 46.0 20.9 1.976 1.634 2.702 0.654 39.5 86.4 42.6 19.6 23.0 0.06 0.637 0.63 0.612 0.596 0.577 0.016 43.048 0.566 0.872 1.177 0.261 16o59'
7 HK2 HK2-6 11.8-12.0 5.2 12.8 33.5 45.1 20.0 1.939 1.616 2.701 0.671 40.2 80.5 41.3 19.2 22.1 0.04 0.651 0.64 0.627 0.612 0.592 0.016 45.136 0.644 0.954 1.265 0.333 17o15' 3.4
8 HK2 HK2-7 13.8-14.0 5.0 36.6 52.4 21.0 1.989 1.644 2.705 0.645 39.2 88.0 44.3 20.5 23.8 0.02 0.629 0.62 0.607 0.593 0.581 0.015 46.388 0.621 0.935 1.250 0.306 17o28' 6.0
9 HK2 HK2-8 15.8-16.0 0.9 10.9 26.0 12.2 50.0 20.3 1.960 1.629 2.711 0.664 39.9 82.9 40.6 20.1 20.5 0.01 0.643 0.63 0.617 0.603 0.589 0.014 49.304 0.608 0.933 1.258 0.283 18o00'
10 HK3 HK3-5 9.8-10.0 2.8 9.2 35.7 8.8 43.5 22.5 1.973 1.611 2.735 0.698 41.1 88.2 40.3 21.0 19.3 0.08 0.674 0.66 0.644 0.627 0.606 0.017 41.584 0.573 0.880 1.188 0.265 17o06'
11 HK3 HK3-6 11.8-12.0 1.0 5.4 30.0 15.4 48.2 21.9 1.993 1.635 2.724 0.666 40.0 89.6 43.6 20.3 23.3 0.07 0.651 0.64 0.624 0.609 0.590 0.015 46.861 0.646 0.950 1.253 0.342 16o54'
12 HK3 HK3-7 13.8-14.0 0.9 3.8 6.5 30.9 16.3 41.6 20.4 1.978 1.643 2.720 0.656 39.6 84.6 42.4 19.5 22.9 0.04 0.639 0.63 0.615 0.599 0.581 0.016 43.136 0.610 0.927 1.243 0.294 17o33'
13 HK3 HK3-8 15.8-16.0 3.0 15.8 17.9 13.1 50.2 21.0 2.009 1.660 2.716 0.636 38.9 89.7 41.6 20.5 21.1 0.02 0.618 0.61 0.590 0.574 0.556 0.016 42.206 0.577 0.865 1.154 0.288 16o06'
14 HK4 HK4-5 9.8-10.0 1.0 9.3 12.7 21.0 11.8 44.2 22.0 1.940 1.590 2.705 0.701 41.2 84.9 38.0 18.6 19.4 0.18 0.678 0.66 0.647 0.630 0.605 0.017 41.168 0.589 0.891 1.192 0.288 16o46'
15 HK4 HK4-6 11.8-12.0 4.1 18.9 22.0 14.0 41.0 23.0 1.943 1.580 2.704 0.711 41.6 87.4 39.0 18.1 20.9 0.23 0.686 0.67 0.649 0.632 0.613 0.018 40.523 0.550 0.841 1.132 0.259 16o13'
16 HK4 HK4-7 13.8-14.0 2.1 35.9 12.8 49.2 20.6 1.989 1.649 2.700 0.637 38.9 87.3 44.0 20.0 24.0 0.03 0.623 0.61 0.597 0.581 0.564 0.016 42.906 0.594 0.892 1.189 0.297 16o34'
17 HK4 HK4-8 15.8-16.0 2.5 12.5 30.1 11.9 43.0 21.6 2.053 1.688 2.730 0.617 38.2 95.5 42.1 21.0 21.1 0.03 0.594 0.58 0.560 0.544 0.522 0.016 40.902 0.615 0.931 1.246 0.300 17o30'
18 HK4 HK4-9 17.8-18.0 0.9 14.6 14.5 21.1 8.6 40.3 21.0 2.045 1.690 2.726 0.613 38.0 93.4 41.6 19.5 22.1 0.07 0.585 0.57 0.547 0.531 0.511 0.015 43.904 0.595 0.902 1.209 0.288 17o04'
ị Giá tr trung bình / Average value #REF! 0.4 4.3 11.1 28.6 10.6 45.1 21.3 1.983 1.636 2.716 0.661 39.8 87.4 41.6 20.0 21.6 0.06 0.641 0.63 0.613 0.597 0.578 0.016 43.785 0.596 0.900 1.204 0.292 16º55'
ộ ệ 0.78 0.04 0.03 0.01 0.03 1.02 3.70 1.65 0.77 1.41 0.06 0.03 0.03 0.03 0.03 0.03 0.00 2.76 0.03 0.03 0.04 ẩ Đ l ch chu n / Deviation 0.01 0.01
ệ ố ế ổ 0.04 0.02 0.02 0.00 0.04 0.03 0.04 0.04 0.04 0.07 0.90 0.04 0.04 0.04 0.04 0.05 0.07 0.06 0.04 0.04 0.03 H s bi n đ i / Coefficient of change 0.04 0.02
ị ớ ạ Giá tr gi i h n II / Second Limit State 1.973 0.279 16º36'
Lôùp 6: Seùt pha maøu xaùm naâu vaøng, xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
ị ớ ạ Giá tr gi i h n I / First Limit State 1.967 0.271 16º25'
1 HK1 HK1-9 17.8-18.0 2.5 5.7 9.0 24.9 18.4 17.6 16.0 21.1 2.047 1.690 2.679 0.585 36.9 96.6 35.0 19.2 15.8 0.12 0.553 0.53 0.502 0.479 0.453 0.0222772 38.423 0.301 0.443 0.726 0.159 5.9 15o50'
2 HK2 HK2-9 17.8-18.0 1.8 5.1 14.6 30.4 13.1 11.5 19.0 23.5 1.990 1.611 2.679 0.663 39.9 95.0 33.0 18.6 14.4 0.34 0.630 0.60 0.579 0.557 0.536 0.0217822 41.320 0.381 0.528 0.824 0.233 4.5 16o27'
3 HK3 HK3-9 17.8-18.0 1.7 8.3 20.5 16.3 20.2 7.2 25.8 22.9 1.936 1.575 2.680 0.702 41.2 87.5 35.2 21.0 14.2 0.13 0.666 0.65 0.625 0.597 0.566 0.028 33.411 0.334 0.475 0.759 0.192 15o49'
ị Giá tr trung bình / Average value #REF! 1.4 4.2 10.6 25.3 15.9 16.4 5.9 20.3 22.5 1.991 1.625 2.679 0.650 39.3 93.0 34.4 19.6 14.8 0.20 0.616 0.59 0.569 0.544 0.518 0.024 37.718 0.338 0.482 0.769 0.195 16º02'
ộ ệ 1.02 0.045 0.05 0.00 0.05 1.80 3.97 0.99 1.02 0.71 0.10 0.05 0.05 0.05 0.05 0.05 0.03 0.04 0.04 0.029 0.022 0.00 3.27 ẩ Đ l ch chu n / Deviation
ệ ố ế ổ 0.05 0.023 0.03 0.00 0.07 0.05 0.04 0.03 0.05 0.05 0.51 0.08 0.08 0.09 0.09 0.09 0.10 0.07 0.05 0.150 0.077 0.11 0.09 H s bi n đ i / Coefficient of change
ị ớ ạ 0.160 14º38' Giá tr gi i h n II / Second Limit State
Lôùp 7a: Caùt pha maøu naâu vaøng, traïng thaùi deûo
ị ớ ạ 0.133 13º31' Giá tr gi i h n I / First Limit State
1 HK1 HK1-10 19.8-20.0 3.0 7.0 13.0 22.1 29.9 6.0 19.0 2.061 1.732 2.670 0.542 35.1 93.7 24.2 18.6 0.07 0.519 0.51 0.486 0.466 0.448 0.02 53.489 0.508 0.914 1.319 0.103 22o04' 5.5 7.9 5.6 5.6
2 HK1 HK1-11 21.8-22.0 0.3 7.9 29.6 34.7 7.5 19.9 2.038 1.700 2.672 0.572 36.4 93.0 25.0 18.2 0.25 0.548 0.53 0.516 0.498 0.474 0.0183 59.638 0.550 1.007 1.463 0.093 7.6 7.7 6.8 4.7 24o33'
3 HK2 HK2-10 19.8-20.0 0.5 5.1 11.6 31.3 24.0 8.5 18.6 2.021 1.704 2.672 0.568 36.2 87.5 24.0 18.3 0.05 0.549 0.53 0.517 0.496 0.471 0.0209 52.264 0.526 0.961 1.395 0.092 7.0 7.5 5.7 4.5 23o29'
4 HK2 HK2-11 21.8-22.0 2.0 8.0 10.0 31.8 23.1 7.9 19.9 2.051 1.711 2.670 0.560 35.9 94.8 25.1 18.5 0.21 0.538 0.52 0.503 0.483 0.464 0.02 54.104 0.560 1.020 1.481 0.099 7.2 6.9 6.6 3.1 24o44'
5 HK3 HK3-10 19.8-20.0 0.7 3.9 7.4 26.2 33.5 10.3 18.5 2.000 1.688 2.672 0.583 36.8 84.6 24.1 18.2 5.9 0.04327 0.546 0.53 0.508 0.488 0.460 0.020 54.299 0.514 0.926 1.339 0.102 22o24' 7.7 7.3 3.0
6 HK3 HK3-11 21.8-22.0 3.8 13.0 16.0 37.6 9.6 20.5 2.018 1.675 2.677 0.598 37.4 91.6 25.0 19.3 5.7 0.2054 0.572 0.56 0.534 0.515 0.493 0.019 57.533 0.500 0.895 1.291 0.104 6.4 8.2 5.4 21o35'
7 HK4 HK4-10 19.8-20.0 2.0 8.7 13.8 19.7 25.2 7.0 11.0 19.6 2.040 1.706 2.679 0.570 36.3 92.1 25.5 18.6 0.14 0.545 0.53 0.511 0.487 0.468 0.0236 46.089 0.524 0.948 1.372 0.100 8.7 6.9 3.9 22o59'
8 HK4 HK4-11 21.8-22.0 2.5 4.4 19.3 25.6 17.7 7.5 11.8 20.0 2.056 1.713 2.670 0.559 35.8 95.6 25.9 19.0 0.14 0.532 0.52 0.495 0.475 0.454 0.02 53.820 0.542 0.989 1.437 0.094 7.4 6.9 3.8 24o07'
ị 7.7 6.3 Giá tr trung bình / Average value #REF! 1.3 5.2 12.0 25.3 28.2 8.0 8.0 19.5 2.036 1.704 2.673 0.569 36.3 91.6 24.9 18.6 0.14 0.543 0.53 0.509 0.488 0.467 0.020 53.904 0.528 0.958 1.387 0.098 23º14' 4.3
ộ ệ ẩ Đ l ch chu n / Deviation 0.68 0.032 0.02 0.00 0.02 0.64 3.51 0.65 0.37 0.55 0.07 0.01 0.01 0.01 0.01 0.01 0.02 0.04 0.06 0.026 0.012 0.00 3.71
ệ ố ế ổ H s bi n đ i / Coefficient of change 0.03 0.016 0.01 0.00 0.03 0.02 0.04 0.03 0.02 0.09 0.52 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.05 0.264 0.028 0.07 0.07
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CÔNG TY CP Đ A CH T – X LÝ N N MÓNG – XÂY D NG ĐÔNG D
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INDOCHINA GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo.
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PHÒNG THÍ NGHI M VÀ KI M Đ NH XÂY D NG LAS XD 989 LABORATORY AND CONSTRUCTION CONTROL LAS XD 989
Dung troïng
THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)
Ñoâ aåm
-
,
Unit weight
i
i
ï
x e d n
g n a d
n a r t S
) 2
Soá KH thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) KH maãu Ñoä saâu Heä soá roãng öùng vôùi töøng caáp aùp löïc, e TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi
i
, y t i l i
i
) G k / 2
i
n á e b
Void ratio for each pressures, e Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ Void Poro- Satura- Liquid Plastic Plasticity ( Max shear stress for each pressures) Cohesion ma saùt Gravity Moisture content e e e e e NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index C Angle of
t max (kG/cm2)
0.25
-0.5
1.0
2.0
4.0
f o . e o C - n ù e n
m c / G k (
m c (
2 - 1 E
2 - 1 a
g n û o t l
b i s s e r p m o c
á o s ä e H
l a c i t r e V n y u d o M
I y t i d u q i L , t ệ s ộ Đ IL
u d o M
g w g k hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W G n S LL PL kG/cm2 friction, j eo Ip (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) g/cm3 g/cm3 g/cm3 % % % % % % Ñoä(degree) ị ớ ạ Giá tr gi i h n II / Second Limit State 2.017 0.071 22º37'
Lôùp 7b: Caùt mòn-thoâ laãn buïi maøu naâu vaøng, keát caáu chaët vöøa
ị ớ ạ Giá tr gi i h n I / First Limit State 2.005 0.054 22º14'
HK2-12 23.8-24.0 0.9 3.1 12.8 20.5 34.4 14.7 18.0 2.086 1.768 2.662 0.506 33.6 94.8 0.484 0.47 0.454 0.435 0.411 0.019 58.156 0.624 1.198 1.772 0.050 29o51' 8.3 3.3 2.0 1 HK2
HK3-12 23.8-24.0 2.6 7.4 26.1 38.1 13.4 19.2 2.030 1.703 2.660 0.562 36.0 90.9 0.542 0.53 0.506 0.485 0.455 0.020 56.120 0.626 1.216 1.807 0.035 9.8 1.0 1.6 2 HK3 30o34'
HK3-13 25.8-26.0 1.6 8.9 41.0 17.6 13.3 7.6 19.0 2.073 1.742 2.660 0.527 34.5 95.9 0.504 0.49 0.475 0.457 0.446 0.018 62.482 0.668 1.306 1.944 0.030 6.5 2.7 0.8 3 HK3 32o20'
HK4-12 23.8-24.0 2.6 4.7 13.7 37.4 21.6 8.0 17.9 2.054 1.742 2.662 0.528 34.6 90.2 0.506 0.49 0.473 0.454 0.433 0.0183 61.153 0.655 1.275 1.895 0.035 31o48' 8.7 1.8 1.5 4 HK4
HK4-13 25.8-26.0 3.0 7.0 20.5 34.5 17.0 8.0 17.4 2.037 1.735 2.669 0.538 35.0 86.3 0.513 0.50 0.479 0.459 0.438 0.02 56.210 0.683 1.329 1.976 0.036 32o53' 7.5 1.6 0.9 5 HK4
ị 8.2 2.1 1.4 Giá tr trung bình / Average value #REF! 1.6 5.3 19.1 27.2 24.9 10.3 18.3 2.056 1.738 2.663 0.532 34.7 91.6 0.510 0.50 0.477 0.458 0.437 0.019 58.824 0.651 1.265 1.879 0.037 31o29'
ộ ệ 0.69 0.02 0.02 0.00 0.02 0.78 3.45 0.02 0.02 0.02 0.02 0.01 0.02 0.05 0.08 0.008 0.016 ẩ Đ l ch chu n / Deviation 0.00 2.58
ệ ố ế ổ 0.04 0.01 0.01 0.00 0.03 0.02 0.04 0.04 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.013 0.276 H s bi n đ i / Coefficient of change 0.05 0.04
ị ớ ạ 30º46' Giá tr gi i h n II / Second Limit State
Lôùp 8a: Seùt maøu naâu vaøng, traïng thaùi nöûa cöùng
ị ớ ạ 30º31' Giá tr gi i h n I / First Limit State
3.4 6.6 30.3 12.9 46.8 20.0 2.003 1.669 2.744 0.644 39.2 85.2 40.3 19.6 20.7 0.02 0.624 0.61 0.596 0.582 0.563 0.0143 48.004 0.595 0.887 1.179 0.303 1 HK1 HK1-12 23.8-24.0 16o17'
2.8 9.0 26.0 13.0 49.2 21.7 2.062 1.694 2.730 0.612 37.9 96.9 42.6 20.4 22.2 0.06 0.591 0.58 0.568 0.553 0.533 0.0152 44.355 0.612 0.924 1.237 0.299 17o22' 2 HK1 HK1-13 25.8-26.0
0.1 13.6 14.2 23.6 7.7 40.8 19.4 1.976 1.655 2.728 0.648 39.3 81.6 44.3 19.0 25.3 0.02 0.632 0.62 0.607 0.590 0.575 0.0171 40.412 0.580 0.889 1.198 0.271 3 HK1 HK1-14 27.8-28.0 17o10'
ị Giá tr trung bình / Average value #REF! 0.0 6.6 9.9 26.6 11.2 45.6 20.4 2.013 1.673 2.734 0.635 38.8 87.9 42.4 19.7 22.7 0.03 0.615 0.60 0.590 0.575 0.557 0.016 44.257 0.596 0.900 1.205 0.291 16º56'
ộ ệ 0.97 0.036 0.02 0.01 0.02 0.62 6.51 1.64 0.57 1.92 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.02 0.02 0.019 0.009 ẩ Đ l ch chu n / Deviation 0.00 3.10
ệ ố ế ổ 0.05 0.018 0.01 0.00 0.03 0.02 0.07 0.04 0.03 0.08 0.62 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.064 0.028 H s bi n đ i / Coefficient of change 0.08 0.07
ị ớ ạ 0.269 16º23' Giá tr gi i h n II / Second Limit State
Lôùp 8b: Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng
ị ớ ạ 0.251 15º58' Giá tr gi i h n I / First Limit State
5.0 10.5 33.4 12.1 39.0 23.6 1.978 1.600 2.696 0.685 40.7 92.9 37.9 19.2 18.7 0.24 0.655 0.64 0.615 0.598 0.581 0.017 40.850 0.505 0.798 1.092 0.211 16o22' 1 HK2 HK2-13 25.8-26.0
7.3 14.2 11.1 24.5 35.6 24.1 1.979 1.595 2.699 0.692 40.9 94.0 39.5 20.6 18.9 0.19 0.667 0.65 0.631 0.615 0.606 0.0153 45.825 0.495 0.781 1.067 0.209 7.3 2 HK2 HK2-14 27.8-28.0 15o58'
3.1 19.9 17.0 14.0 40.0 24.5 1.994 1.602 2.690 0.679 40.4 97.0 38.4 20.0 18.4 0.24 0.659 0.64 0.627 0.612 0.595 0.0155 45.147 0.529 0.828 1.127 0.230 6.0 3 HK2 HK2-15 29.8-30.0 16o39'
4.0 9.7 15.1 23.6 13.7 33.9 24.4 1.993 1.602 2.699 0.685 40.6 96.2 42.0 20.5 21.5 0.1814 0.660 0.64 0.622 0.605 0.579 0.017 41.027 0.553 0.862 1.171 0.244 4 HK3 HK3-14 27.8-28.0 17o10'
2.0 13.5 13.3 26.1 11.1 34.0 24.6 2.007 1.611 2.698 0.675 40.3 98.4 40.2 21.6 18.6 0.16129 0.654 0.64 0.617 0.599 0.576 0.0178 39.065 0.538 0.847 1.155 0.230 17o08' 5 HK3 HK3-15 29.8-30.0
2.7 11.3 20.0 21.0 23.8 1.965 1.587 2.693 0.697 41.1 92.0 39.9 21.0 18.9 0.15 0.676 0.66 0.646 0.629 0.616 0.0166 42.632 0.486 0.772 1.059 0.199 16o00' 7.0 38.0 6 HK4 HK4-14 27.8-28.0
4.5 15.6 16.6 15.1 23.7 1.978 1.599 2.695 0.685 40.7 93.2 40.0 22.0 18.0 0.09 0.664 0.65 0.633 0.617 0.600 0.0158 44.440 0.499 0.795 1.090 0.204 9.1 39.1 7 HK4 HK4-15 29.8-30.0 16o27'
ị Giá tr trung bình / Average value #REF! 3.4 12.7 14.8 22.5 37.1 24.1 1.985 1.599 2.696 0.685 40.7 94.8 39.7 20.7 19.0 0.18 0.662 0.65 0.627 0.611 0.593 0.016 42.712 0.515 0.812 1.109 0.218 16º32' 9.5
ộ ệ 0.38 0.014 0.01 0.00 0.01 0.24 2.22 1.23 0.88 1.06 0.05 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.04 0.020 0.009 0.00 2.34 ẩ Đ l ch chu n / Deviation
ệ ố ế ổ 0.02 0.007 0.00 0.00 0.01 0.01 0.02 0.03 0.04 0.06 0.27 0.01 0.01 0.02 0.02 0.02 0.05 0.04 0.04 0.090 0.031 0.05 0.05 H s bi n đ i / Coefficient of change
ị ớ ạ 1.979 0.197 16º01' Giá tr gi i h n II / Second Limit State
Lôùp 9: Seùt pha maøu xaùm xanh, xaùm vaøng, traïng thaùi nöûa cöùng
ị ớ ạ 1.975 0.184 15º42' Giá tr gi i h n I / First Limit State
Toång hôïp(Complied by)
1 HK1 HK1-15 29.8-30.0 1.3 7.7 20.6 14.2 18.9 15.0 22.3 24.0 1.970 1.589 2.677 0.685 40.6 93.8 38.3 22.5 15.8 0.09 0.660 0.65 0.627 0.609 0.589 0.0185 50.132 0.505 0.808 1.112 0.201 16o53'
PHOØNG THÍ NGHIEÄM & KIEÅM ÑÒNH XD LAS-XD 989 LABORATORY AND CONSTRUCTION CONTROL LASXD 989
Tröôûng Phoøng (Chief of Lab)
ạ
Ks. Ph m Đình Huy Quang
Ks. Phaïm Thò Hoàng Dung
BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS)
COÂNG TRÌNH (PROJECT): KHO XÖÔÛNG CUÏM 15 VAØ CUÏM 16 KCN TBII
Moâ Taû Teân Ñaát - Discription
Ñoä(degree)
42
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Buøn seùt maøu xaùm xanh, traïng thaùi chaûy
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm
Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Caùt pha maøu xaùm vaøng, traïng thaùi deûo
Caùt pha maøu xaùm vaøng, traïng thaùi deûo
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, traïng thaùi deûo cöùng
Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Moâ Taû Teân Ñaát - Discription
Ñoä(degree)
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu xaùm naâu vaøng, naâu ñoû, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
Seùt pha maøu xaùm naâu vaøng, xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng
Seùt pha maøu xaùm naâu vaøng, xaùm traéng, traïng thaùi deûo cöùng
Seùt pha maøu xaùm naâu, xaùm xanh, traïng thaùi deûo cöùng
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Caùt pha maøu naâu vaøng, traïng thaùi deûo
Moâ Taû Teân Ñaát - Discription
Ñoä(degree)
