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Experimental investigations of bearing capacity of bored-cast-in-place tapered piles

Soil Mechanics and Foundation Engineering, 1990
1. The investigated types of bored-cast-in-place tapered piles with a taper angle of 1°20′, 2°, and 2°40′ have a specific bearing capacity which exceeds by 20–30% the specific bearing capacity of cylindrical piles having the same length.
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Experimental Study on Bearing Behavior of Large-Diameter Overlength Cast-in-Place Bored Pile Post-Grouting

Advanced Materials Research, 2011
The bearing capacity property of large-diameter bored cast-in-situ deep and post-grouting pile is analyzed on the basis of measuring data of static load test and axial stress measure data. The study indicates that the large-diameter bored cast-in-situ deep and post-grouting pile show the characteristics of the friction when the bearing course at pile ...
Jin Lu Jia, Min Zhou, Jian Hua Zheng
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Monitoring and analysis of soft foundation pit with braced structure of bored cast-in-place pile

2011 International Conference on Electrical and Control Engineering, 2011
The project is located in Changning District in Shanghai which is surrounded by lots of buildings. On the condition of silt clay, the retaining structure of foundation excavation is bored cast-in-place pile with interior bracing. The building settlement is related to the distance to foundation pit, the type of foundation, the soil parameter in ...
Xuan Li, Yonglai Zheng
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Field study on post-grouting effects of cast-in-place bored piles in extra-thick fine sand layers

Acta Geotechnica, 2018
The post-pressure grouting technique has proven to be an effective method to enhance axial resistance. In this paper, field tests were conducted to investigate the performances of large-diameter cast-in-place bored piles for six combined side-and-tip grouting piles and two side-grouting piles in extra-thick fine sand layers.
Zhi-hui Wan   +2 more
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Monitoring and analysis of cast-in-place concrete bored piles adjacent to deep excavation by using BOTDA sensing technology

Journal of Modern Optics, 2019
ABSTRACTIn order to monitor the deflection of bored piles, BOTDA sensing technology is employed to measure the strain and temperature profiles along three bored piles adjacent to a deep excavation. Based on the measured strain, the deflections can be calculated according to the mechanics of materials.
Huafu Pei, Jianhua Yin, Zhongtao Wang
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Procedure for installation of bore- and cast-in-place piles-envelops with use of pneumatic forms

Soil Mechanics and Foundation Engineering, 2012
The possibility of using pneumatic forms to install bore- and cast-in-place piles-envelops is examined. The technology and methods of its preparation, as well, as test results are cited.
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Evaluating the Competitiveness of the Methods of Bored Cast-in-Place Piles Underreaming when Constructing the Foundations of Multistorey Buildings

Modern Trends in Construction, Urban and Territorial Planning
Introduction. The bored сast-in-place piles are the type of piles most adjusted to specifics of the multistorey building construction. The article studies the existing methods of underreaming such piles as the main tool to minimise their diameter, length, and quantity, thus optimise and reduce the cost of foundation design and its subsequent ...
S. G. Osmanov, A. E. Inyakhin
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Defect detection method of underwater bored cast-in-place pile based on optical image in borehole

Journal of Civil Structural Health Monitoring, 2023
Jinchao Wang, Houcheng Liu
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Experiment and numerical study on the monitoring of super long cast-in-place pile temperature based on BOTDR technology

Measurement: Journal of the International Measurement Confederation, 2021
Lei Gao
exaly  

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