Results 21 to 30 of about 22,402 (312)

Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]

, 2016
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core   +2 more sources

Application of Internet of Things Technology in the Construction of Bored Pile Foundation in a High Altitude Environment

Journal of Control Science and Engineering, 2022
In order to solve the problem that the current geophysical method is difficult to locate in the mud of bored piles, the problem of effective exploration of karst caves at the bottom of piles, the author puts forward the application of Internet of Things ...
Jiayin Liu, Yang Wang, Yingjun Guo, Zhipeng Chen, Daowei Jiao   +4 more
doaj   +1 more source

Analysis of a rapid load test on an instrumented bored pile in clay [PDF]

, 2006
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
A. F. L. Hyde, Bell A., Berridge N. G., Borghi X., British Standards Institution, Brown M. J., Delpak R., Dunnicliff J., Gibson G. C., Hird C. C., Holeyman A. E., Hyde A. F. L., Institution of Civil Engineers, Kusakabe O., M. J. Brown, Marsland A., McVay M. C., Middendorp P., Middendorp P., Middendorp P., Nishimura S., Powell J. J. M., Randolph M. F., Randolph M. F., Smith E. A. L., Tatsuoka F., Taylor P. T., W. F. Anderson, Weltman A. J.   +28 more
core   +2 more sources

Results of monitoring at the British library excavation [PDF]

, 2014
The main phase of excavation for the basements of the British Library at St Pancras, London, was completed in 1987. The project included basements extending up to 25 m deep, through the London Clay and into the Lambeth Group. The excavations were formed
Simpson, Brian, Vardanega, Paul J.
core   +2 more sources

Risk Management of Bored Piling Construction on Sandy Soils with Real-Time Cost Control

Infrastructures, 2021
In a global society, in which geotechnical projects are increasingly designed in a country other than the one where construction takes place, geotechnical risk management must be extended to cover infrastructure works, which are smaller than dams and ...
Pedro Mata, Paula F. Silva, Fernando F. S. Pinho   +2 more
doaj   +1 more source

Bored pile design in stiff clay II:Mechanisms and uncertainty [PDF]

, 2012
The soil mechanics related to pile design in clay has been the subject of substantial engineering research. In a companion paper, various codes of practice were reviewed showing the effect on pile capacity of the different global factors of safety that ...
Bolton, Malcolm D., Vardanega, Paul J., Williamson, Michael G.   +2 more
core   +4 more sources

Stability Investigation of Contiguous Replacement Piles.

Zanco Journal of Pure and Applied Sciences, 2023
Urbanization leads to increase lands cost which resulted in the construction of high towering vertically toward the sky and use underground for construction. Foundations of these structures need deep excavation. Anti-slide piles are a suitable option for
Hangaw Najm Ahmed ,Yousif Ismael Mawlood
doaj   +1 more source

Some observations on statnamic pile testing [PDF]

, 2006
Limited guidance on usage and methodology is currently available to engineers for the most common rapid load pile test, known as Statnamic. In order to improve the analysis of Statnamic testing in clay soils a full-scale instrumented auger bored pile was
A. F. L. Hyde, Das B. M., Dunnicliff J., Institution of Civil Engineers, Janes M. C., Japanese Geotechnical Society, Kusakabe O., M. J. Brown, Mcvay M. C., Middendorp P., Weltman A. J.   +10 more
core   +2 more sources

Field tests on bearing capacity of pre-bored grouted planted piles under compression and tension

Yantu gongcheng xuebao
A series of field tests are conducted to study the compressive and uplift bearing capacities of pre-bored grouted planted (PGP) piles in the same test site, and the test piles are all loaded to the ultimate state.
ZHOU Jiajin 1, 2, MA Junjie 1, 2, YU Jianlin 1, 2, GONG Xiaonan 1, 2, ZHANG Rihong 3
doaj   +1 more source

Numerical investigation into the failure of a micropile retaining wall [PDF]

, 2017
The paper presents a numerical investigation on the failure of a micropile wall that collapsed while excavating the adjacent ground. The main objectives are: to estimate the strength parameters of the ground; to perform a sensitivity analysis on the back
Prat Catalán, Pere
core   +2 more sources