4. 本工程采用条形基础,因建设单位未提供地勘报告，地基承载力特征值按

4. 本工程采用条形基础,因建设单位未提供地勘报告，地基承载力特征值按fak=80Kpa设计.

Kết quả (Anh) 1:

4. strip Foundation for this project, because the employer did not provide geological exploration report, characteristic value of subgrade bearing capacity according to fak=80Kpa design.

Kết quả (Anh) 2:

4. This project uses strip foundation, due to the construction unit Unavailable exploration report, the foundation bearing capacity value by fak = 80Kpa design.

Kết quả (Anh) 3:

4 this project uses the strip foundation, because the construction unit did not provide the geological survey report, the foundation bearing capacity characteristic value according to the fak=80Kpa design.