浅谈地基沉降的单向压缩分层总和法

On unilateral layer wise summation method in foundation settlement calculation

介绍了水工建筑物地基沉降计算的理论根据,总结了单向压缩分层总和法计算地基沉降的步骤,并结合具体算例,验证了该法的可行性,指出其沉降计算值可作为判断地基的依据,也可作为评价土工建筑物安全或危险的依据。

The theoretical basis for foundation settlement calculation of hydraulic architectures is introduced as well as the steps of unilateral layer wise summation method in foundation settlement calculation. Combined with practical example the practicability of this method is verified. Author points out that the settlerment calculation results can be used for discrimination of foundation to evaluate the safety of hydraulic architecture.