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Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading
Publisher: ASCE
Abstract: Adding fiber reinforcement to a loose sand alters the effective stress of the sand skeleton. The rate of pore water pressure build-up when undrained is reduced, and liquefaction may be delayed or prevented. Here the results ...
Interaction between Retaining Walls and Unsaturated Soils in Experiments and Using Slip Line Theory
Publisher: American Society of Civil Engineers
Abstract: Retaining walls are widely used for shoring excavations and stabilizing earth slopes. They often support naturally formed soils above the groundwater table and compacted soils, which are in an unsaturated state. To perform ...
Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio
Publisher: ASCE
Abstract: Mixing discrete flexible fibers into sand is a reinforcement technology that increases the sand’s strength as well as ability to resist liquefaction. This study demonstrates the mechanisms by which the applied loads are ...
Bearing Capacity of Shallow Foundations in Unsaturated Soil Considering Hydraulic Hysteresis and Three Drainage Conditions
Publisher: American Society of Civil Engineers
Three-Dimensional DDA and DLSM Coupled Approach for Rock Cutting and Rock Penetration
Publisher: American Society of Civil Engineers
Abstract: Rock cutting and rock penetration are typical problems in civil, mining, petroleum, and geothermal engineering disciplines. They involve dynamic fracturing and fragmentation of rock, high-speed movements of a cutter/impactor, ...