نتایج جستجو برای: driven pipe pile

تعداد نتایج: 248735  

2012
Loes J. Bolle Christ A. F. de Jong Stijn M. Bierman Pieter J. G. van Beek Olvin A. van Keeken Peter W. Wessels Cindy J. G. van Damme Hendrik V. Winter Dick de Haan René P. A. Dekeling

In view of the rapid extension of offshore wind farms, there is an urgent need to improve our knowledge on possible adverse effects of underwater sound generated by pile-driving. Mortality and injuries have been observed in fish exposed to loud impulse sounds, but knowledge on the sound levels at which (sub-)lethal effects occur is limited for juvenile and adult fish, and virtually non-existent...

2017
Yi Rui Cedric Kechavarzi Frank O'Leary Chris Barker Duncan Nicholson Kenichi Soga

The integrity of cast-in-place foundation piles is a major concern in geotechnical engineering. In this study, distributed fibre optic sensing (DFOS) cables, embedded in a pile during concreting, are used to measure the changes in concrete curing temperature profile to infer concrete cover thickness through modelling of heat transfer processes within the concrete and adjacent ground. A field tr...

At present, reducing subgrade settlement of soft soil foundation is a key problem in high-speed railway construction. Pile-slab structure is a widely-utilized form of foundation structure to reduce the subgrade settlement in China. In order to save the engineering cost for high-speed railway construction in developing countries, the author developed a pile-slab structure and named it as the new...

The present study compared the performance of soldier pile and concrete bearing pad anchored wall facings. Using Abaqus finite element software, two case studies have been precisely represented for the facing designs and effects of the parameters of soil type, spacing of anchors and facings, surcharge and facing sizes were investigated. The analysis results indicate that the soldier pile method...

Journal: :civil engineering infrastructures journal 0
maryam haghbin islamic azad university (islamshahr) mahmoud ghazavi khajeh nasir university

this paper develops an analytical method to calculate seismic bearing capacity of a strip footing, which is located on a slope reinforced with rows of pile. the resistance of passive pile is determined based on normal and shear stress of the soil around the pile, which is then compared to other analytical methods. this comparison indicates an acceptable agreement. the variants of the study incl...

Journal: :international journal of maritime technology 0
behrouz asgarian no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran m boroumand no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran mohamad zarrin no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran

in this paper, pile behavior embedded in layered soil deposits subjected to seismic loadings is analyzed using a nonlinear fiber element for simulation of soil – pile interactions. in the created model, both pile and surrounding soil are modeled using fiber elements in a practical beam on nonlinear winkler foundation (bnwf) concept. herein, the features of drain–3dx finite element software are ...

2009
Jiarong Fang D Bruce

A novel capsule pipeline transportation system using a linear synchronous motor, called Magplane MagPipe, is under development with the intention to replace trucks and railways for hauling materials from the mine to the rail head, power plant or processing plant with reduced operating cost and energy consumption. The initial demonstration of a MagPipe line in Inner Mongolia will be a 500 meter ...

2001
Jian Zhang Nicos Makris

............................................................................................................................... iii ACKNOWLEDGMENTS ............................................................................................................. v TABLE OF CONTENTS ............................................................................................................ vii LIST O...

Journal: :Frontiers in Earth Science 2023

In this study, an open-cut approach using steel-sheet piles and jet grouting for waterproofing was proposed to resolve the problem that ordinary pipe-jacking equipment cannot cross areas with existing anchor cables in soft stratum. The case history of a project sewage treatment plant Jinan East Railway Station area investigated. mechanical properties piles, horizontal displacement ground surfac...

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