摘要
深圳湾填海造地工程采用堆载预压法进行软基处理。根据现场监测结果 ,从地基最终沉降。
Pre loading Technique is adopted to improve the soft soil in Shenzhen bay reclamation engineering. Based on in situ measurement and test,the treatment effect is assessed in terms of settlement, degree of consolidation and soil strength.
出处
《岩土工程技术》
2001年第2期96-98,共3页
Geotechnical Engineering Technique