Bảng tổng hợp kết quả thí nghiệm chỉ tiêu cơ lý mẫu đất: Tổng hợp chi tiết

BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL

COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1-M14-VEN KEÂ

Soá KH

KH maãu Ñoä saâu

Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, % Dung troïng

Tyû troïng

Heä soá

Ñoâ loã

Ñoä baõo

Giôùi haïn chaûy deûo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)

Loã Khoan

Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi

Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ

Gravity

Void Poro- Satura- Liquid Plastic Plasticity

ộ sệt, Liquidity Inde

( Max shear stress for each pressures) Cohesion ma saùt

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

hole Specimen (m) 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G n S LL PL

0.125 0.250 0.50 1.0 2.0 3.0

(mm) % % % % % % Ñoä(degree)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41

1HK1 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

2 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

3 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

4 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

5 HK1-5 9.8-10.0 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

6 HK1-6 11.8-12.0 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

7 HK1-7 13.8-14.0 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

8 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 0.0164 42.232 0.593 0.885 1.178 0.300

9 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

10 HK1-10 19.8-20.0 3.0 7.0 13.0 22.1 29.9 6.0 5.5 5.6 7.9 19.0 2.061 1.732 2.670 0.542 35.1 93.7 24.2 18.6 5.6 0.07 0.519 0.51 0.486 0.466 0.448 0.02 53.489 0.508 0.914 1.319 0.103

11 HK1-11 21.8-22.0 0.3 7.9 29.6 34.7 7.5 7.6 4.7 7.7 19.9 2.038 1.700 2.672 0.572 36.4 93.0 25.0 18.2 6.8 0.25 0.548 0.53 0.516 0.498 0.474 0.0183 59.638 0.550 1.007 1.463 0.093

12 HK1-12 23.8-24.0 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

13 HK1-13 25.8-26.0 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

14 HK1-14 27.8-28.0 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

15 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

16 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

17 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

18 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

19 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 0.0181 39.030 0.567 0.854 1.141 0.280

20 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 0.0161 43.048 0.566 0.872 1.177 0.261

21 HK2-6 11.8-12.0 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

22 HK2-7 13.8-14.0 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

23 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 0.0141 49.304 0.608 0.933 1.258 0.283

24 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

25 HK2-10 19.8-20.0 0.5 5.1 11.6 31.3 24.0 8.5 7.0 4.5 7.5 18.6 2.021 1.704 2.672 0.568 36.2 87.5 24.0 18.3 5.7 0.05 0.549 0.53 0.517 0.496 0.471 0.0209 52.264 0.526 0.961 1.395 0.092

26 HK2-11 21.8-22.0 2.0 8.0 10.0 31.8 23.1 7.9 7.2 3.1 6.9 19.9 2.051 1.711 2.670 0.560 35.9 94.8 25.1 18.5 6.6 0.21 0.538 0.52 0.503 0.483 0.464 0.02 54.104 0.560 1.020 1.481 0.099

27 HK2-12 23.8-24.0 0.9 3.1 12.8 20.5 34.4 14.7 8.3 3.3 2.0 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

28 HK2-13 25.8-26.0 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

29 HK2-14 27.8-28.0 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

30 HK2-15 29.8-30.0 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

31 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

32 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

33 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

34 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

35 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

36 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 0.0149 46.861 0.646 0.950 1.253 0.342

37 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

38 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

39 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

eä soá roãng öùng vôùi töøng caáp aùp löïc,

Heä soá neùn- Coe.of

compressibility,

a1-2 (cm2/kG)

Modul toûng bieán daïng -

Moduyn Vertical Strain,

E1-2 (kG/cm2)

Moisture

content

Void ratio for each pressures, εi

ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm2)

eoIpkG/cm2friction, ϕ

g/cm3g/cm3g/cm3IL

13o00'

14o21'

14o53'

15o34'

17o33'

16o07'

17o04'

16o19'

15o50'

22o04'

24o33'

16o17'

17o22'

17o10'

16o53'

2o58'

19o39'

15o07'

16o01'

16o59'

17o15'

17o28'

18o00'

16o27'

23o29'

24o44'

29o51'

16o22'

15o58'

16o39'

12o20'

14o04'

16o11'

16o22'

17o06'

16o54'

17o33'

16o06'

15o49'

LAS-XD 989

VICAS 008 - QMSVCB 1010245

CÔNG TY CP ĐA CH T – X LÝ N N MÓN G – XÂY D N G ĐÔN G D N GỊ Ấ Ử Ề Ự ƯƠ

DONG DUONG GEOLOGY - FOUNDATION TREATMENT - CONSTRUCTION JSCo.

PHÒNG THÍ NGHI M VÀ KI M ĐNH XÂY D NG LAS - XD 989Ệ Ể Ị Ự

LABORATORY AND CONSTRUCTION CONTROL LAS - XD 989

OIL SPECIMEN TEST RESULTS)

ÂNH THAM LÖÔNG

Moâ Taû Teân Ñaát - Discription

Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm

Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo 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

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 pha maøu xaùm naâu vaøng, xaùm traéng, traïng thaùi deûo cöùng

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 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 pha maøu xaùm naâu, xaùm xanh, traïng thaùi deûo cöùng

BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL

COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1-M14-VEN KEÂ

Soá KH

KH maãu Ñoä saâu

Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, % Dung troïng

Tyû troïng

Heä soá

Ñoâ loã

Ñoä baõo

Giôùi haïn chaûy deûo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)

Loã Khoan

Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi

Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ

Gravity

Void Poro- Satura- Liquid Plastic Plasticity

Liquidity Inde

( Max shear stress for each pressures) Cohesion ma saùt

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

eä soá roãng öùng vôùi töøng caáp aùp löïc,

á neùn- Coe.of

pressibility,

(cm2/kG)

ûng bieán daïng -

Vertical Strain,

(kG/cm2)

Moisture

content

Void ratio for each pressures, εi

ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm2)

LAS-XD 989

VICAS 008 - QMSVCB 1010245

CÔNG TY CP ĐA CH T – X LÝ N N MÓN G – XÂY D N G Đ ÔN G D NGỊ Ấ Ử Ề Ự ƯƠ

DONG DUONG GEOLOGY - FOUNDATION TREATMENT - CONSTRUCTION JSCo.

PHÒNG THÍ NGHI M VÀ KI M ĐNH XÂY D NG LAS - XD 989Ệ Ể Ị Ự

LABORATORY AND CONSTRUCTION CONTROL LAS - XD 989

40 HK3-10 19.8-20.0 0.7 3.9 7.4 26.2 33.5 10.3 7.7 3.0 7.3 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 0.020 54.299 0.514 0.926 1.339 0.102

41 HK3-11 21.8-22.0 3.8 13.0 16.0 37.6 9.6 6.4 5.4 8.2 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

42 HK3-12 23.8-24.0 2.6 7.4 26.1 38.1 13.4 9.8 1.0 1.6 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

43 HK3-13 25.8-26.0 1.6 8.9 41.0 17.6 13.3 7.6 6.5 2.7 0.8 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

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

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

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

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

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

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

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

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

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

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

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

55 HK4-10 19.8-20.0 2.0 8.7 13.8 19.7 25.2 7.0 11.0 3.9 8.7 19.6 2.040 1.706 2.679 0.570 36.3 92.1 25.5 18.6 6.9 0.14 0.545 0.53 0.511 0.487 0.468 0.0236 46.089 0.524 0.948 1.372 0.100

56 HK4-11 21.8-22.0 2.5 4.4 19.3 25.6 17.7 7.5 11.8 3.8 7.4 20.0 2.056 1.713 2.670 0.559 35.8 95.6 25.9 19.0 6.9 0.14 0.532 0.52 0.495 0.475 0.454 0.02 53.820 0.542 0.989 1.437 0.094

57 HK4-12 23.8-24.0 2.6 4.7 13.7 37.4 21.6 8.0 8.7 1.8 1.5 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

58 HK4-13 25.8-26.0 3.0 7.0 20.5 34.5 17.0 8.0 7.5 1.6 0.9 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

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

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

Ks. Ph m Vaên Khöôngạ

22o24'

21o35'

30o34'

32o20'

17o10'

17o08'

3o00'

3o30'

19o14'

15o14'

16o46'

16o13'

16o34'

17o30'

17o04'

22o59'

24o07'

31o48'

32o53'

16o00'

16o27'

Toång hôïp keát quaû thí nghieäm (Complied by)

OIL SPECIMEN TEST RESULTS)

ÂNH THAM LÖÔNG

Moâ Taû Teân Ñaát - Discription

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

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 naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng

Caùt pha maøu naâu vaøng, traïng thaùi deûo

Caùt trung laãn buïi maøu naâu vaøng, keát caáu chaët vöøa

Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng

PHOØNG THÍ NGHIEÄM & KIEÅM ÑÒNH XD LAS-XD 989

LABORATORY AND CONSTRUCTION CONTROL LAS-XD 989

Tröôûng Phoøng (Chief of Lab)

Ks. Phaïm Thò Hoàng Dung

BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TA

COÂNG TRÌNH (PROJECT): KHO XÖÔÛNG CUÏM 1-5 VAØ CUÏM 1-6 KC

Soá KH

KH maãu Ñoä saâu

thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Dung troïng

Tyû troïng

Heä soá

Ñoâ loã

Ñoä baõo

Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST)

TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi

Name Sample Depth of 10.0 5.0 2.0 1.0 0.5 0.25 0.1 0.05 0.01 < öôùt khoâ

Gravity

Void Poro- Satura- Liquid Plastic Plasticity

ộ sệt, Liquidity Inde

( Max shear stress for each pressures) Cohesion ma saùt

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

hole Specimen (m) 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G n S LL PL

0.125 0.250 0.50 1.0 2.0 3.0

(mm) % % % % % %

Ñoä(degree)

123 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41

Lôùp 1: Buøn seùt maøu xaùm xanh, traïng thaùi chaûy

1 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

2 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

3 HK4 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

Giá tr trung bình / Average valueị#REF! 2.7 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 0.073 3º09'

Đ l ch chu n / Deviationộ ệ ẩ 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 0.64 0.01 0.01 0.01 0.006 0.0

H s bi n đi / Coefficient of changeệ ố ế ổ 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 0.09 0.08 0.08 0.08 0.080 0.3

Giá tr gi i h n II / Second Limit Stateị ớ ạ 0.066 1º57'

Giá tr gi i h n I / First Limit Stateị ớ ạ 0.061 1º00'

Lôùp 2: Seùt maøu xaùm traéng, naâu ñoû, traïng thaùi deûo meàm-deûo cöùng

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

2 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

3 HK3 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 0.0210526 34.294 0.305 0.431 0.681 0.180

Giá tr trung bình / Average valueị#REF! 1.4 10.2 14.8 24.7 6.4 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'

Đ l ch chu n / Deviationộ ệ ẩ 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 0.00 3.38 0.03 0.03 0.04 0.028 0.021

H s bi n đi / Coefficient of changeệ ố ế ổ 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 0.12 0.11 0.09 0.08 0.07 0.182 0.090

Giá tr gi i h n II / Second Limit Stateị ớ ạ 0.120 11º46'

Giá tr gi i h n I / First Limit Stateị ớ ạ 0.094 10º40'

Lôùp 3: Caùt pha maøu xaùm vaøng, traïng thaùi deûo

1 HK2 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

2 HK2 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

Giá tr trung bình / Average valueị#REF! 3.2 12.3 29.6 23.1 9.4 8.2 5.5 8.8 21.2 1.904 1.572 2.675 0.702 41.3 80.5 26.3 19.8 6.5 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'

Đ l ch chu n / Deviationộ ệ ẩ 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 1.26 0.00 0.01 0.01 0.010 0.005

H s bi n đi / Coefficient of changeệ ố ế ổ 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 0.04 0.03 0.01 0.01 0.01 0.099 0.014

Giá tr gi i h n II / Second Limit Stateị ớ ạ 0.094 19º08'

Giá tr gi i h n I / First Limit Stateị ớ ạ 0.084 18º55'

Lôùp 4: Seùt pha maøu xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng

1 HK1 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

2 HK1 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 0.0306931 30.828 0.293 0.426 0.692 0.160

3 HK1 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 0.0247525 37.697 0.294 0.434 0.712 0.155

4 HK2 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

5 HK3 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 0.0247525 37.098 0.310 0.455 0.745 0.165

6 HK3 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

7 HK4 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 0.0267327 35.395 0.286 0.422 0.695 0.150

Giá tr trung bình / Average valueị#REF! 0.1 3.1 5.9 11.8 24.7 12.5 15.7 5.6 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'

Đ l ch chu n / Deviationộ ệ ẩ 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 0.00 3.25 0.01 0.02 0.03 0.009 0.007

H s bi n đi / Coefficient of changeệ ố ế ổ 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 0.13 0.09 0.04 0.04 0.04 0.061 0.026