Results 21 to 30 of about 20,630 (176)

CHD pile performance, Part I:Physical modelling [PDF]

, 2016
The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A, Berezantzev VG, Brown MJ, Busch P, Bustamante M, Fleming WGF, GCG (Geotechnical Consulting Group), Jamiolkowski M, Jeffrey JR, John Ross Jeffrey, Jonathan Adam Knappett, Jonathan David Ball, Karlis Caucis, Katzenbach R, Kenny MJ, Lauder K, Meyerhof GG, Michael John Brown, Mindess S, Mitsch MP, Randolph MF, Thorburn S, Ueno K, van Impe WF, Wade S, Young HD   +25 more
core   +2 more sources

Challenges and problems faced to Quality Control in Cast-In-Place Bored Piling by Rotary Bored Machine at Lalitpur, NEPAL

E3S Web of Conferences, 2023
In a construction project of G+19 Hotel & Residence, there have been parking problem due to lack of sufficient land. So to minimize these problem double basement have been designed for parking floor. The basement excavation is not easy to excavate without proper protection work for retaining deep excavations.
Sah Dhiraj Kumar, Bishnoi Surender, Singh Prakash, Serawat Arun, Sharma Prashant   +4 more
openaire   +2 more sources

Prediction of vertical bearing capacity of waveform micropile [PDF]

, 2019
This study proposes a predictive equation for bearing capacity considering the behaviour characteristics of a waveform micropile that can enhance the bearing capacity of a conventional micropile.
Han, J.-T., Jang, Y.-E., Kim, Byungmin, Wang, C   +3 more
core   +1 more source

Study on Influencing Factors and Evaluation Model of Hole-Wall Stability of Cast-in-Place Bored Pile in Complex Coastal Foundations

Buildings
Based on the characteristics and distribution patterns of collapsed holes in cast-in-place bored pile foundations in the typical coastal area of Guangdong Petrochemical Company, the deformation and collapse behavior of pile walls in the project zone were
Lu Guo, Keqiang He, Jiaxin Zhang, Huilin Yang   +3 more
doaj   +1 more source

Heat Transfer Between Concrete Bored Cast-In-Place Piles and Surrounding Frozen Soil in Ice-Rich Area [PDF]

Journal of Civil, Construction and Environmental Engineering, 2020
Based on the concrete test of foundation pile and the heat transfer theory between pile and soil, the heat transfer rule of pile and soil in ice-rich tundra is studied. The results show that the heat flow of foundation pile can be divided into vertical and horizontal heat flows.
Ning Yan, Tianlai Yu
openaire   +1 more source

Bridge distress caused by approach embankment settlement [PDF]

, 2008
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981.
Allied Exploration and Geotechnics Limited, Barker R. M., British Geological Survey (BGS), Bullen and Partners, C. A. Jones, C. J. Danilewicz, Casagrande A., D. I. Stewart, Exploration Associates, Hopkins T. C., Lambe T. W., Mcclave J. T., Mindess S., Moore D. S., Moulton L. K., Osterberg J. O., Padfield C. J., Ritchies, Ritchies, Soil Mechanics, Soil Mechanics   +20 more
core   +1 more source

Eurocode 7: Geotechnical Design. Worked examples [PDF]

, 2013
This document is a report with worked examples summarizing the general rules, basic design principles and design methods for geotechnical design following Eurocodes.
BOND Andrew, ORR Trevor, SCARPELLI Giuseppe, SCHUPPENER Bernd   +3 more
core   +1 more source

A Study on the Vertical Bearing Characteristics of Screw Piles in Permafrost Regions

Applied Sciences
The screw piles used in permafrost regions represent a new type of pile, and their vertical bearing characteristics play a crucial role in ensuring the normal operation of engineering buildings.
Tao Liu, Jun Lv, Xuyan Deng, Chunxiang Guo, Weijia Zhang, Daijun Jiang   +5 more
doaj   +1 more source

Pile tunnel interaction: literature review and data analysis [PDF]

, 2014
The underground space of densely populated cities contains deep foundations and tunnels. Considering the possibility that a new tunnel can be built close to existing piles it is necessary to assess the possible effects of that interaction.
Bezuijen, Adam, Gerheim Souza Dias, Tiago   +1 more
core  

Sensitivity of simplified pile settlement calculations to parameter variation in stiff clay [PDF]

, 2015
Pile settlement is a key geotechnical design consideration. The serviceability limit state for deep foundations cannot be ignored and yet many design methods merely assume that large factors of safety are sufficient to prevent excessive settlements.
Vardanega, Paul J
core   +2 more sources