Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degreeofshear connection.
Meanwhile, the law of soft clay strength improvement is drawn from different consolidated pressure and different degreeof consolidation by many consolidated-quickly shear test.
再通过大量的固结快剪试验，得到软粘土在不同固结压力、不同固结度下的强度变化规律。
3
The conclusion obtained may be a guide to the selection ofshear connection degreeof composite beams for actual projects.