B = bed width, ft. D = OD of pipe, ft. W p = weight of pipe per linear foot, lb/ft. The coefficient of sliding friction is expressed using the same formula as the static coefficient and is generally lower than the static coefficient of friction.. Peak and residual friction coefficients Question 1: An object having a mass of 10 kg is placed on a smooth surface. Caissons –Water and possibly wet 2/15/2009 Page 4 of 23 ce-ref.com • Cohesion: 0 (neglectable) • Friction Angle: 30 degree • Unit weight of soil: 100 lbs/ft3 • Expected footing dimensions: • 3 ft wide strip footing, bottom of footing at 2 ft below ground level • Factor of safety: 3 Requirement: Determine allowable soil bearing capacity using Terzaghi’s equation. μ = static (μ s) or kinetic (μ k) frictional coefficient. The Coefficient of Curvature, C z = (D 30) 2/ (D 60 x D 10 ) ... DUPIT FORMULA FOR TWO DIMENSIONAL FLOWS ON A horizontal impervious boundary, 2 Q= k(h 1-h 2 ... = Cohesion of the soil 69. μ s = F /N. The coefficient of static friction, typically denoted as μ s, is usually higher than the coefficient of kinetic friction. The interface friction coefficients for soils sliding on 12-inch (305-mm) square, 2-inch (51-mm) thick coupons of PE4710 high density polyethylene were measured and the results are reported herein. F f = frictional force (N, lb). where. IDENTIFICATION AND CLASSIFICATION OF SOIL AND ROCK 1. F f = μ N (1). Five different soils and twenty-two test coupons were used in testing. Soil friction angle is a shear strength parameter of soils. Drilled Piers – Soil is removed to the shape of the pier and concrete is added. N = normal force Solved Examples on Static Frictions. The stress ratio in Eq. W c = weight of the fluid inside the pipe per linear foot, lb/ft Friction Coefficients A table below shows approximate friction coefficients for various materials. 1 represents, of course, an admis- where stands for the effective internal friction angle of the soil for brevity = . The frictional force can be expressed as. W = specific weight of the soil (such as 120 lb/ft 3). Where. The friction force is the force exerted by a surface when an object moves across it - or makes an effort to move across it.. As the friction angles are different for each layer, the Rankine’s coefficient of … The lateral earth pressure coefficient is gives you an 'equivalent fluid pressure' when you multiply it by the soil … F = static frictional force. Also useful when used in combination to control settlements of mats or slabs. Apply your safety factor to friction angle and then see what you get. 2) My professor (JM Duncan) told us the biggest uncertainty in soil strength is friction angle. where μ = coefficient of friction between the soil and pipe (varies from 0.1 to 0.8) F L = fill load = W cm = CWBD, for calculation of thermal expansion, lb/ft. phi and Ks can be related by a number of equations depending on the conditions and which formula you a using. Figure 15.15(a) shows a retaining wall of height H, with a cohesionless backfill of two layers having density of γ 1 and γ 2, friction angles of ɸ 1 and ɸ 2 over depths h 1 and h 2, respectively. Static friction is friction between two or more solid objects that are not moving relative to each other. For example, static friction can prevent an object from sliding down a sloped surface. μ s = coefficient of static friction. N = normal force between the surfaces (N, lb) There are at least two types of friction forces The formula for the coefficient of static friction is expressed as. I believe the Ks your referring to is the lateral earth pressure coefficient for soil. For clays, angle represents the angle obtained from a series of tests on specimens for instance, triaxial compression tests , each normally consolidated to a different stress. If you took a friction angle of 38 degrees and a safety factor of 1.5 you'd get tan(38/1.5)=0.47, which may be what is being accomplished when you use the "2/3" value. Introduction. Its definition is derived from the Mohr-Coulomb failure criterion and is used to describe the friction shear resistance of soils together with the normal effective stress. by end bearing to strong soil or friction to low strength soils. Can be used to resist uplift, a moment causing overturning, or to compact soils. The Coefficient of uniformity, C u = D 60/D 10 2. C = 1.25.