近水平层状复合岩石地基承载力的取值研究

Study on Ultimate Bearing Capacity of Horizontal Stratified Composite Rock Foundation

结合工程实例,对近水平层状复合岩基承载力理论公式所得的计算值与岩基载荷试验所测的试验值进行比较,初步验证了理论计算公式的正确性和可行性。

Comparing the experience result of field load test with that of theory formula for layer composite rock foundation of an actual project,the accuracy and feasibility of the theory calculation formula are proved.