![]() Int J Rock Mech Min Sci Geomech Abstr Pergamon 18(6):505–515ĭang WG, Konietzky H, Frühwirt T (2016) Direct shear behavior of a plane joint under dynamic normal load (DNL) conditions. Rock Mech Rock Eng 50:1425–1438Ĭrawford AM, Curran JH (1981) The influence of shear velocity on the frictional resistance of rock discontinuities. Rock Mech 10(1):1–54Ĭen DF, Huang D (2017) Direct shear tests of sandstone under constant normal tensile stress condition using a simple auxiliary device. Eng Geol 7(4):287–332īarton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech Rock Eng 43(1):117–122īarton N (1973) Review of a new shear-strength criterion for rock joints. Innovation and customised testing is our strength, talk to us regarding the interpretation of cohesion (or adhesion) and friction angle in direct shear interface testing on many different material types.Barla G, Barla M, Martinotti ME (2010) Development of a new direct shear testing apparatus. Rock – Concrete – Soil – Asphalt – Clay – Aggregate Discontinuities may be open, partially or completely healed or filled by clay.Ī potential weak zone (either natural or manufactured) consists of 2 or more interfaces that need to be assessed individually and or collectively since the interface with minimum shear strength will dominate the overall behavior. Samples may be soil in-situ, or soil remolded specimens, intact rock, or rock discontinuities (joints, faults, fractures, bedding planes, shear zones, etc). The direct shear test is used to predict these parameters. In many engineering problems such as the design of foundations, retaining walls, cuttings, embankments, excavations, tunnels, shafts, sheet piling, the value of the angle of internal friction and cohesion of the soil & rock involved are required for the design. The Direct Shear test is conducted in geotechnical engineering practice to determine the shear strength (peak, residual or ultimate) of soil, aggregate, or rock materials. We use the latest fully automated Soil & Rock Direct Shear Machines that offer a far more accurate way to obtain reliable results without any need for manual intervention using our 300mm and 100mm machines. Test Method Q181C: Effective angle of internal friction Soil Pre-Treatment / Artificial Weathering.Stage 1 – Preliminary Site Investigation. ![]()
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