摘要
以软土基坑设计和工程实践为依据 ,结合部分测算和理论分析 ,阐明慎重选型、减少支撑道数和支撑杆件、采用大刚度和梁式配筋等一系列改进措施 ,可缩短建筑工期。
The inside bracing system design for the soft soil foundation pit are improved as follows: cautions in type selection, reducing the bracing amount and bracing elements, using the pile with great rigidity and the steel reinforcement type of beam.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
2002年第6期860-862,872,共4页
Journal of Fuzhou University(Natural Science Edition)