摘要
土钉是一种原位加筋技术，是在上中敷设拉筋而使整体土工系统的力学性能得以改善的土工加固方法．与锚杆、加筋土比较，具有相当的优势，本文主要介始在深基坑支护工程中土钉支挡体系的设计．
Soil nailing is a kind of method that is in situ groundreinforcement,the mechanics behaviors Of the whole earth system can be improved by using of tensile reinforcements in soil. This method has many advantages compared with anchorages and reinforced soils. The application ofsnail nailing in design of pit stabilizations are breifly introduced fin this paper.
出处
《哈尔滨建筑大学学报》
1996年第3期117-120,共4页
Journal of Harbin University of Civil Engineering and Architecture
关键词
深基坑
支护
土钉
支挡
ground strengthening
soil nailing
pit stabilization
in situ ground reinforcement
