Study on Deep and Large Foundation Pit of a National First-Class Key Tomb Protection Project
For the support engineering of the deep and large foundation pit (DLFP) due to tomb protection, there are still no clear standards. The construction of DLFP will introduce large-range transverse and longitudinal disturbance on the stratum; therefore, it should be reinforced. In this paper, the reinf...
Saved in:
Main Authors: | Jiagang Zhang, Zhimin Chen, Mingzhu Hu, Zhaoguo Wu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/7158021 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Assessment of Waterlogging Risk in the Deep Foundation Pit Projects Based on Projection Pursuit Model
by: Han Wu, et al.
Published: (2020-01-01) -
Effects of Pit-Bottom-Soil Reinforcement on the Deformation of Subway Deep Foundation Pits Based on an Improved Model
by: Yan Wang, et al.
Published: (2022-01-01) -
Study on the Influence of Excavation of Superlarge and Ultra-Deep Foundation Pits on the Pile Foundation of Existing Viaducts
by: Wancai Zhong, et al.
Published: (2023-01-01) -
Effect of Size on the Stability of Narrow Foundation Pits
by: Caihao He, et al.
Published: (2022-01-01) -
Displacement Monitoring during the Excavation and Support of Deep Foundation Pit in Complex Environment
by: Zhouqiang Li
Published: (2021-01-01)