scholarly journals Innovative Pile Technologies in Modern Foundation Construction

2021 ◽  
Vol 1079 (5) ◽  
pp. 052085
Author(s):  
V V Kocherzhenko ◽  
L A Suleymanova ◽  
A V Kocherzhenko
Author(s):  
Anne Lemnitzer

We are excited to present the work of five excellent author groups who prepared the research papers and case studies featured in this Issue. Three of the five papers deal with piles and the remaining two papers involve foundation construction on soft ground conditions.


Author(s):  
Sivakumar Palaniappan ◽  
Howard Bashford ◽  
Ke Li ◽  
John Crittenden ◽  
Apostolos Fafitis ◽  
...  

2012 ◽  
Vol 610-613 ◽  
pp. 2813-2818
Author(s):  
Xian Long Lu ◽  
Zeng Zhen Qian

This paper presents the concept and the fundamental issues and the development on the environmental geotechnology in transmission lines foundation engineering. Namely, environmental geotechnology and theory is to study the restriction effects of environment on the transmission line routes, foundation selection and reliability, to predict the results of transmission line foundation construction on the environment, and to study on countermeasures of environmental protection in transmission foundation engineering. And then, from the above three aspects, the design method combined strength and displacement for tower foundation, the selection on foundation types and technical scheme for transmission line tower, and the countermeasures for soil and water conservation, the author introduces the development and practice of environmental geotechnology for transmission lines foundation engineering in China.


Symmetry ◽  
2022 ◽  
Vol 14 (1) ◽  
pp. 79
Author(s):  
Qiuwei Yang ◽  
Zhikun Ba ◽  
Zhuo Zhao ◽  
Xi Peng ◽  
Yun Sun

Blasting impact load may be encountered during the construction of some pile foundation projects. Due to the effect of blasting impact, hole collapse can easily occur in the hole-forming stage of pile foundation construction. In order to prevent hole collapse, it is very necessary to evaluate the stability of a pile hole wall before pile foundation construction. The calculation of hole collapse can usually be attributed to an axisymmetric circular hole stress concentration problem. However, the existing collapse failure theory of pile hole hardly considers the effect of blasting impact load. In view of this, this paper proposes the stability evaluation method of a pile hole wall under blasting impact. Compared with the existing collapse failure theory, the proposed method fully considers the effect of blasting impact stress. Using Mohr–Coulomb strength theory and symmetry analysis, the strength condition of collapse failure is established in this work for accurate evaluation of the stability of a hole wall. The proposed stability evaluation method is demonstrated by a pile foundation construction project of a bridge. Moreover, a shaking table test on the pile hole model was performed to verify the proposed method by experimental data. The results indicate the effectiveness and usability of the proposed method. The proposed method provides a feasible way for the stability analysis of a pile hole wall under blasting impact.


2020 ◽  
Vol 5 (1) ◽  
pp. 11-13
Author(s):  
Lizhen Tao ◽  

At the present stage, the expanding scale of construction infrastructure in China has brought a lot of guarantee role to promoting the sustainable development of China’s national economy. Pile foundation construction plays an important position in construction engineering, and has a very important impact on the overall quality level of construction engineering. However, in the actual pile foundation construction, there are still many problems, restricting the quality of pile foundation construction. Therefore, the construction department of construction engineering should do a good job in construction management, improve the overall quality of pile foundation construction.


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