›› 2017, Vol. 31 ›› Issue (6): 659-661.
Previous Articles Next Articles
GUO Shengjuan1, TANG Wei2
Received:
Revised:
Online:
Published:
Abstract: Deep excavation supporting projects with the constraint of rightofway are frequently encountered during the construction. The conventional supporting methods under this situation are: internal support; rakes; partial internal supports, doublerow piles and topdown construction. All above mentioned supporting methods are complicated and time consuming. An innovative excavation supporting system is introduced with a project case history. The new supporting system is the combination of conventional doublerow pile and vertical ground anchors. The horizontal anchors in the conventional supporting system are switched to the vertical direction. Since the doublerow piles and groundwater anchors are conventional construction technique, the construction of the new supporting system can be simplified.
Key words: DoubleRow Piles;Vertical Ground Anchor, New Deep Excavation Supporting System
GUO Shengjuan1, TANG Wei2. An Innovative Deep Excavation Support of Combining DoubleRow Piles with Vertical Ground Anchors[J]. , 2017, 31(6): 659-661.
0 / / Recommend
Add to citation manager EndNote|Reference Manager|ProCite|BibTeX|RefWorks
URL: https://tgjc.whrsm.ac.cn/EN/
https://tgjc.whrsm.ac.cn/EN/Y2017/V31/I6/659