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通过土工地锚的三轴试验和加固软基的承载力模型试验 ,研究了土工地锚加筋土的强度特性和加筋地基的承载力特性 .试验和分析表明了土工地锚这一加筋形式具有广泛的工程应用前景 .
Through the triaxial test of the geotechnical anchor and the test of the bearing capacity of the reinforced soft foundation, the strength characteristics of the anchor-reinforced soil of the geotechnical site and the bearing capacity of the reinforced foundation are studied. The test and analysis show that the geosite anchor is the reinforcement. Form has a wide range of engineering applications.