[Xây Dựng] Giáo Trình Cơ Học Ứng Dụng - Cơ Học Đất (Lê Xuân Mai) phần 3 pptx

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... Peck): 1- Geologic Soil Classification System 2- Agronomic Soil Classification System 3- Textural Soil Classification System (USDA) : - Chỉ xem Cát, Bụi, Sét, và số lượng hòn sỏi (Gravel) - Có ... khi có khuynh hướng định hướng theo kiểu Diện-diện; Có thể nối mạch với các hạt cỡ lớn hơn. 2 .3 Hạt là gì ? - Có đường kính D = a. 10 -3 mm > 100 mm ( sự phân loại tùy theo tiêu chí ... đến 2mm trạng thái dẻo cứng; 3. Các kiểu phân loại 3. 1 Có nhiều cách phân loại: - Theo kiểu cấu trúc và tương tác với các hạt xung quanh: Đất rời và đất dính; - Theo đường kính cỡ hạt: thông...

... trọng của cát trong bình: 33 /208.14/142080048.01082.6mkNmN ==×=γ Thể tích của hố đào thí nghiệm: 3 00272.0142081086 .3 mv =×= Dung trọng tự nhiên của đất đó 33 /90.17/1790400272.01087.4mkNmN ... 20 30 40 50 20 50 CHCLMH hoặc OH 60 7 4 CHỈ SỐ DẺO IP ML CL- ML CL GIỚI HẠN LỎNG ωLPhương trình đường A – line IP = 0. 73( ωL -2 0) Dẻo mềm đến dẻo nhão 90 Đặc trưng cơ ... 10 ,3 Mpa, tỷ số đó là CBR. • Các yếu tố ảnh hưởng đến cơ tính của đất Tính chất vật lý và cơ học của đất Đặc trưng cơ bản của đất xây dựng Phân loại đất §4. Tính chất Vật Lý và Cơ...

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... 3. 67 - 8 2. 43 2.14 - 2.56 2.26 - 2.70 2.40 - 2.94 2.61 - 3. 38 2.98 - 4 .32 3. 82 - 9 2.51 2.21 - 2.64 2 .34 - 2.79 2.47 - 3. 03 2.69 - 3. 49 3. 08 - 4.46 3. 92 - ≥10 ... 2.42 3. 79 3. 29 3. 106 2.25 1.98 - 2 .37 2.09 - 2.50 2.21 - 2.72 2.41 - 3. 14 2.76 - 4.00 3. 53 - 7 2 .35 2.06 - 2.47 2.18 - 2.61 2 .31 - 2.84 2.51 - 3. 26 2.87 - 4.18 3. 67 - ... 1.661.41 .32 1.91 1.62 1.52 2.44 2.04 1.942 1.55 1 .31 1. 23 1. 63 1 .39 1 .3 1.72 1.47 1 .37 1.88 1.60 1.49 2.16 1. 83 1.72 2.76 2 .34 2.20 3 1.81 1.55 1.46 1.90 1. 63 1.54...

... 16 25 Đồng hồ đọc (mm) 5.00 4.67 4.62 4. 53 4.41 4.28 4.01 3. 75 3. 49 Thời gian (phút): 36 49 64 81 100 200 400 1440 Đồng hồ đọc (mm) 3. 28 3. 15 3. 06 3. 00 2.96 2.84 2.76 2.61 Thí dụ tính toánBiến ... lún 220mm nghóa là Uz= =ctSS %4.71 30 8220= > 60%. Ta có công thức tính thừa số thời gian Tv = – 0. 933 Log(1– U) – 0.0851 = -0 . 933 Log( 1-0 .714) – 0.0851 = 0.422 = (Tv)2 Thí ... nước (tỷ trọng hạt GS = 2. 73) p lực nén (kN/m2) 0 54 107 214 429 858 1716 34 32 0 Đồng hồ đo lún Sau 24 h (mm) 5.00 4.747 4.4 93 4.108 3. 449 2.608 1.676 0. 737 1480 Chiều cao ban đầu của...

... 22 24 26 28 30 32 34 36 38 40 42 Ao 1.7 2 .3 3.0 3. 8 4.9 6.8 8.0 10.8 14 .3 19.8 26.2 37 .4 50.1 77 .3 Bo 4.4 5 .3 6.5 8.0 9.8 12 .3 15.0 19 .3 24.7 32 .6 41.5 54.8 72 98.7 Co 11.7 13. 2 15.1 17.2 ... 24.7 32 .6 41.5 54.8 72 98.7 Co 11.7 13. 2 15.1 17.2 19.8 23. 2 25.8 31 .5 38 .0 47 55.7 70 84.7 108.8Đất đắp qo = γDf qgh 45o - ϕ/2 45o Công thức Bêrêzantxep về khả năng chịu tải ... σ1 = σZ σ 3 = σX =σ (1-sin ϕ) – σC với σ = ϕσγsin1p zC+++ σC là áp lực dính = c.cotϕ σX =ϕσγsin1p zC+++ (1-sin ϕ) – σC = ϕγsin1p z++(1-sin ϕ) –ϕϕsin1sin+...

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