Soil nailed walls support technology is wide applied in foundationpit engineering because of low cost and simple construction.
土钉墙支护技术以其费用少，施工简便在基坑工程中得到广泛应用。
2
Through the spot test, the paper studies the forced mechanism of soil anchor bolting and lateral displacement of the foundationpit.
本文通过现场试验，研究土层锚杆支护的受力机理以及基坑壁的侧向位移。
3
Through finding, the anchor bolting process is a dynamic state to be forced, and got the variety law of anchor be forced and lateral displacement of the foundationpit.