摘要
通过对喷锚支护与上钉墙受力及作用机理的分析,揭示了由于土钉墙能充分利用土体的自承能力的特点,与喷锚支护相比,造价低,施工方便;与“刚”性支护相比,柔性支护的变位与时效作用,其受力更合理。因此,条件允许的情况下,采用“土钉墙”等柔性支护,可以大大节省投资。
Based on the mechanism for shot - anchoring protection and soil - nailing wall, the characteristics which the self- bearing capacity of soil -nailing wall is taken full advantage of is expounded. Compared with the shot-anchoring protection,it has the features of low cost of construction and convenience to construction. Compared with the rigid protection,the deformation and effect on dependent -time for the flexible protection make it more reasonable for the stress. Therefore,to use them,such as soil-nailing wall etc,may greatly reduce the investment if the condition allowed.
出处
《岩土工程技术》
1998年第3期24-26,共3页
Geotechnical Engineering Technique
关键词
喷锚支护
土钉墙
柔性支护
刚性支护
深基础
shot-anchoring protection soil-nailing wall flexible protection rigid protection