Bảng tổng hợp kết quả thí nghiệm chỉ tiêu cơ lý các mẫu đất (summary table of soil specimen test results)

Chia sẻ: Nguyễn Ngọc Hiếu | Ngày: | Loại File: XLS | Số trang:10

Thêm vào BST

Báo xấu

158
lượt xem 28
download

Download Vui lòng tải xuống để xem tài liệu đầy đủ

Cùng tham khảo Bảng tổng hợp kết quả thí nghiệm chỉ tiêu cơ lý các mẫu đất (summary table of soil specimen test results) sau đây. Tài liệu dành cho các bạn sinh viên chuyên ngành Xây dựng, Công trình, một số chuyên ngành có liên quan và những ai quan tâm đến vấn đề trên.

Chủ đề:

Bình luận(0) Đăng nhập để gửi bình luận!

Lưu

Nội dung Text: Bảng tổng hợp kết quả thí nghiệm chỉ tiêu cơ lý các mẫu đất (summary table of soil specimen test results)

CÔN G TY CP Đ ỊA CH ẤT – X Ử LÝ N ỀN MÓN G – XÂY D ỰN G Đ ÔN G D ƯƠN G DONG DUONG GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SP PHÒNG THÍ NGHIỆM VÀ KIỂM ĐỊNH XÂY DỰNG LAS XD 989 VCB 1010245 VICAS 008 QMS LABORATORY AND CONSTRUCTION CONTROL LAS XD 989 LAS-XD 989 COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH Soá KH Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, % Dung troïng Tyû troïngHeä soá Ñoâ loãÑoä baõo Giôùi haïn chaûy deûo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST) KH maãu Ñoä saâu Modul toûng bieán daïng - TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit Heä soá roãng öùng vôùi töøng caáp aùp löïc, εi C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi Moduyn Vertical Strain, Độ sệt, Liquidity Index Heä soá neùn- Coe.of compressibility, 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 Void ratio for each pressures, εi ( Max shear stress for each pressures) Cohesion ma saùt E1-2 (kG/cm2) a1-2 (cm2/kG) Moisture Gravity content NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm )2 C Angle of hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G eo n S LL PL Ip kG/cm 2 friction, ϕ (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) % g/cm 3 g/cm 3 g/cm 3 % % % % % IL 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 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 13o00' 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 14o21' 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 14o53' 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 15o34' 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 17o33' 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 16o07' 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 17o04' 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 16o19' 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 15o50' 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 22o04' 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 24o33' 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 16o17' 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 17o22' 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 17o10' 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 16o53' 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 2o58' 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 19o39' 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 15o07' 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 16o01' 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 16o59' 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 17o15' 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 17o28' 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 18o00' 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 16o27' 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 23o29' 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 24o44' 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 29o51' 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 16o22' 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 15o58' 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 16o39' 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 12o20' 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 14o04' 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 16o11' 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 16o22' 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 17o06' 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 16o54' 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 17o33' 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 16o06' 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 15o49'
ÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS) 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
CÔN G TY CP Đ ỊA CH ẤT – X Ử LÝ N ỀN MÓN G – XÂY D ỰN G Đ ÔN G D ƯƠN G DONG DUONG GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SP PHÒNG THÍ NGHIỆM VÀ KIỂM ĐỊNH XÂY DỰNG LAS XD 989 VCB 1010245 VICAS 008 QMS LABORATORY AND CONSTRUCTION CONTROL LAS XD 989 LAS-XD 989 COÂNG TRÌNH (PROJECT): CUÏM KHO XÖÔÛNG KCN TAÂN BÌNH II TAÏI GOÙC ÑÖÔØNG M1M14VEN KEÂNH Soá KH Thí nghieäm thaønh phaàn haït - Co. results from sieve & hydrometer analysis, % Dung troïng Tyû troïngHeä soá Ñoâ loãÑoä baõo Giôùi haïn chaûy deûo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST) KH maãu Ñoä saâu Modul toûng bieán daïng - TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit Heä soá roãng öùng vôùi töøng caáp aùp löïc, εi C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi Moduyn Vertical Strain, Độ sệt, Liquidity Index Heä soá neùn- Coe.of compressibility, 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 Void ratio for each pressures, εi ( Max shear stress for each pressures) Cohesion ma saùt E1-2 (kG/cm2) a1-2 (cm2/kG) Moisture Gravity content NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm )2 C Angle of 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 22o24' 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 21o35' 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 30o34' 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 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 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 22o59' 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 24o07' 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 31o48' 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 32o53' 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' PHO Toång hôïp keát quaû thí nghieäm (Complied by) LABO Ks. Phạm Vaên Khöông
ÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF SOIL SPECIMEN TEST RESULTS) 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
CÔNG TY CP ĐỊA CHẤT – XỬ LÝ NỀN MÓNG – XÂY DỰNG ĐÔNG DƯƠNG INDOCHINA GEOLOGY FOUNDATION TREATMENT CONSTRUCTION JSCo. BAÛNG TOÅNG HÔÏP KEÁT QUAÛ THÍ NGHIEÄM CHÆ TIEÂU CÔ LYÙ CAÙC MAÃU ÑAÁT (SUMMARY TABLE OF S PHÒNG THÍ NGHIỆM VÀ KIỂM ĐỊNH XÂY DỰNG LAS XD 989 VCB 1010245 VICAS 008 QMS LABORATORY AND CONSTRUCTION CONTROL LAS XD 989 LAS-XD 989 COÂNG TRÌNH (PROJECT): KHO XÖÔÛNG CUÏM 15 VAØ CUÏM 16 KCN TBII Soá KH thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Dung troïng Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST) KH maãu Ñoä saâu Modul toûng bieán daïng - TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit Heä soá roãng öùng vôùi töøng caáp aùp löïc, εi C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi Moduyn Vertical Strain, Độ sệt, Liquidity Index Heä soá neùn- Coe.of compressibility, 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 Void ratio for each pressures, εi ( Max shear stress for each pressures) Cohesion ma saùt E1-2 (kG/cm2) a1-2 (cm2/kG) Moisture Gravity content NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm2) C Angle of hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G eo n S LL PL Ip kG/cm2 friction, ϕ (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) % g/cm3 g/cm3 g/cm3 % % % % % IL 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 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 2o58' 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 3o00' 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 3o30' Giá trị trung bình / Average value #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' Độ lệch chuẩn / 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 0.64 0.01 0.01 0.01 0.006 0.0 Hệ số biến đổi / 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 0.09 0.08 0.08 0.08 0.080 0.3 Giá trị giới hạn II / Second Limit State 0.066 1º57' Giá trị giới hạn I / First Limit State 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 13o00' 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 12o20' 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 14o04' Giá trị trung bình / Average value #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' Độ lệch chuẩn / 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 0.00 3.38 0.03 0.03 0.04 0.028 0.021 Hệ số biến đổi / 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 0.12 0.11 0.09 0.08 0.07 0.182 0.090 Giá trị giới hạn II / Second Limit State 0.120 11º46' Giá trị giới hạn I / First Limit State 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 19o39' 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 19o14' Giá trị trung bình / Average value #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' Độ lệch chuẩn / 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 1.26 0.00 0.01 0.01 0.010 0.005 Hệ số biến đổi / 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 0.04 0.03 0.01 0.01 0.01 0.099 0.014 Giá trị giới hạn II / Second Limit State 0.094 19º08' Giá trị giới hạn I / First Limit State 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 14o21' 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 14o53' 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 15o34' 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 15o07' 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 16o11' 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 16o22' 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 15o14' Giá trị trung bình / Average value #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' Độ lệch chuẩn / 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 0.00 3.25 0.01 0.02 0.03 0.009 0.007 Hệ số biến đổi / 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 0.13 0.09 0.04 0.04 0.04 0.061 0.026 Giá trị giới hạn II / Second Limit State 1.896 0.145 14º58' Giá trị giới hạn I / First Limit State 1.886 0.139 14º43' Lôùp 5: Seùt maøu naâu vaøng, naâu ñoû, xaùm traéêng, traïng thaùi nöûa cöùng
LABORATORY AND CONSTRUCTION CONTROL LAS XD 989 Soá KH thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Dung troïng Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST) KH maãu Ñoä saâu Modul toûng bieán daïng - TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit Heä soá roãng öùng vôùi töøng caáp aùp löïc, εi C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi Moduyn Vertical Strain, Độ sệt, Liquidity Index Heä soá neùn- Coe.of compressibility, 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 Void ratio for each pressures, εi ( Max shear stress for each pressures) Cohesion ma saùt E1-2 (kG/cm2) a1-2 (cm2/kG) Moisture Gravity content NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm2) C Angle of hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G eo n S LL PL Ip kG/cm 2 friction, ϕ (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) % g/cm 3 g/cm 3 g/cm 3 % % % % % IL Ñoä(degree) 1 HK1 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 0.014 47.910 0.604 0.921 1.237 0.288 17o33' 2 HK1 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 0.016 44.956 0.605 0.894 1.183 0.316 16o07' 3 HK1 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 0.015 46.936 0.571 0.878 1.185 0.264 17o04' 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 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 0.016 45.136 0.644 0.954 1.265 0.333 17o15' 8 HK2 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 0.015 46.388 0.621 0.935 1.250 0.306 17o28' 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' Giá trị 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' Độ lệch chuẩn / Deviation 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 0.01 0.01 Hệ số biến đổi / Coefficient of change 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 0.04 0.02 Giá trị giới hạn II / Second Limit State 1.973 0.279 16º36' Giá trị giới hạn I / First Limit State 1.967 0.271 16º25' Lôùp 6: Seùt pha maøu xaùm naâu vaøng, xaùm traéng, naâu ñoû, traïng thaùi deûo cöùng 1 HK1 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 0.0222772 38.423 0.301 0.443 0.726 0.159 15o50' 2 HK2 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 0.0217822 41.320 0.381 0.528 0.824 0.233 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' Giá trị 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' Độ lệch chuẩn / Deviation 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 0.00 3.27 0.03 0.04 0.04 0.029 0.022 Hệ số biến đổi / Coefficient of change 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 0.11 0.09 0.10 0.07 0.05 0.150 0.077 Giá trị giới hạn II / Second Limit State 0.160 14º38' Giá trị giới hạn I / First Limit State 0.133 13º31' Lôùp 7a: Caùt pha maøu naâu vaøng, traïng thaùi deûo 1 HK1 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 22o04' 2 HK1 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 24o33' 3 HK2 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 23o29' 4 HK2 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 24o44' 5 HK3 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 0.04327 0.546 0.53 0.508 0.488 0.460 0.020 54.299 0.514 0.926 1.339 0.102 22o24' 6 HK3 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 21o35' 7 HK4 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 22o59' 8 HK4 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 24o07' Giá trị trung bình / Average value #REF! 1.3 5.2 12.0 25.3 28.2 8.0 8.0 4.3 7.7 19.5 2.036 1.704 2.673 0.569 36.3 91.6 24.9 18.6 6.3 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' Độ lệch chuẩn / 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 0.00 3.71 0.02 0.04 0.06 0.026 0.012 Hệ số biến đổi / 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 0.07 0.07 0.04 0.04 0.05 0.264 0.028
LABORATORY AND CONSTRUCTION CONTROL LAS XD 989 Soá KH thi nghiem thanh phan hat - Co. results from sieve & hydrometer analysis, % Dung troïng Tyû troïngHeä soá Ñoâ loã Ñoä baõo Gioi han chay deo THÍ NGHIEÄM NEÙN LUÙN(COMPRESSION TEST) THÍ NGHIEÄM CAÉT TRÖÏC TIEÁP (DIRECT SHEAR STRENGTH TEST) KH maãu Ñoä saâu Modul toûng bieán daïng - TT Loã Khoan Soûi saïn - Gravel Caùt- Sand Boät - Silt Seùt-clay Unit weight Specific roãng roãng hoøa Atterberg limit Heä soá roãng öùng vôùi töøng caáp aùp löïc, εi C/ñoä k/caét öùng töøng caáp aùp löïc Löïc dính Goùc noäi Moduyn Vertical Strain, Độ sệt, Liquidity Index Heä soá neùn- Coe.of compressibility, 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 Void ratio for each pressures, εi ( Max shear stress for each pressures) Cohesion ma saùt E1-2 (kG/cm2) a1-2 (cm2/kG) Moisture Gravity content NO bore number Specimen >10 ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán ñeán 0.005 Wet Dry ratio sity tion limit limit Index ε0.25 ε-0.5 ε1.0 ε2.0 ε4.0 τmax (kG/cm2) C Angle of hole Specimen 5.0 2.0 1.0 0.50 0.25 0.10 0.05 0.01 0.005 W γω γκ G eo n S LL PL Ip kG/cm 2 friction, ϕ (m) 0.125 0.250 0.50 1.0 2.0 3.0 (mm) % g/cm 3 g/cm 3 g/cm 3 % % % % % IL Ñoä(degree) Giá trị giới hạn II / Second Limit State 2.017 0.071 22º37' Giá trị giới hạn I / First Limit State 2.005 0.054 22º14' Lôùp 7b: Caùt mòn-thoâ laãn buïi maøu naâu vaøng, keát caáu chaët vöøa 1 HK2 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 29o51' 2 HK3 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 30o34' 3 HK3 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 32o20' 4 HK4 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 31o48' 5 HK4 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 32o53' Giá trị trung bình / Average value #REF! 1.6 5.3 19.1 27.2 24.9 10.3 8.2 2.1 1.4 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' Độ lệch chuẩn / Deviation 0.69 0.02 0.02 0.00 0.02 0.78 3.45 0.02 0.02 0.02 0.02 0.01 0.00 2.58 0.02 0.05 0.08 0.008 0.016 Hệ số biến đổi / Coefficient of change 0.04 0.01 0.01 0.00 0.03 0.02 0.04 0.04 0.03 0.03 0.03 0.03 0.05 0.04 0.04 0.04 0.04 0.013 0.276 Giá trị giới hạn II / Second Limit State 30º46' Giá trị giới hạn I / First Limit State 30º31' Lôùp 8a: Seùt maøu naâu vaøng, traïng thaùi nöûa cöùng 1 HK1 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 16o17' 2 HK1 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 17o22' 3 HK1 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 17o10' Giá trị 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' Độ lệch chuẩn / Deviation 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 0.00 3.10 0.01 0.02 0.02 0.019 0.009 Hệ số biến đổi / Coefficient of change 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 0.08 0.07 0.02 0.02 0.02 0.064 0.028 Giá trị giới hạn II / Second Limit State 0.269 16º23' Giá trị giới hạn I / First Limit State 0.251 15º58' Lôùp 8b: Seùt buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng 1 HK2 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 16o22' 2 HK2 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 15o58' 3 HK2 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 16o39' 4 HK3 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' 5 HK3 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 0.16129 0.654 0.64 0.617 0.599 0.576 0.0178 39.065 0.538 0.847 1.155 0.230 17o08' 6 HK4 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' 7 HK4 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' Giá trị trung bình / Average value #REF! 3.4 12.7 14.8 22.5 9.5 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' Độ lệch chuẩn / Deviation 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 0.00 2.34 0.02 0.03 0.04 0.020 0.009 Hệ số biến đổi / Coefficient of change 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 0.05 0.05 0.04 0.04 0.090 0.031 Giá trị giới hạn II / Second Limit State 1.979 0.197 16º01' Giá trị giới hạn I / First Limit State 1.975 0.184 15º42' Lôùp 9: Seùt pha maøu xaùm xanh, xaùm vaøng, traïng thaùi nöûa cöùng 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' PHO Toång hôïp(Complied by) LABO Ks. Phạm Đình Huy Quang
MARY TABLE OF SOIL SPECIMEN TEST RESULTS) M 16 KCN TBII Moâ Taû Teân Ñaát - Discription oä(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 oä(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 oä(degree) Caùt mòn laãn buïi maøu naâu vaøng, keát caáu chaët vöøa Caùt mòn laãn buïi maøu naâu vaøng, keát caáu chaët vöøa Caùt thoâ laãn buïi maøu naâu vaøng, keát caáu chaët vöøa Caùt trung laãn buïi maøu naâu vaøng, keát caáu chaët vöøa Caùt trung laãn buïi maøu naâu vaøng, keát caáu chaët vöøa 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 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 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 buïi maøu xaùm vaøng, xaùm xanh, traïng thaùi nöûa cöùng Seùt pha maøu xaùm xanh, xaùm vaøng, 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