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Pile Load Test Results Using The New Statnamic Method
By Matthew Janes
Quality control procedures are increasingly important with today's higher capacity foundations and complex loading conditions. The need for a mobile, repeatable, nondestructive and economical loa
Jan 1, 1990
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Real-Scale Tests on Soil Mix Elements
By Nicolas Denies, Gust Van Lysebetten, Bart Lameire, Jan Maertens, André Vervoort, Noël Huybrechts, Flor De Cock
"Abstract Originally developed for ground improvement works, the deep mixing method (DMM) has increasingly been applied in recent years for the realization of soil and water retaining structures and a
Jan 1, 2014
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CSM Cutter Soil Mixing - A New Technique For The Construction Of Subterranean Walls Initial Experiences Gained On Completed Projects
By E. Stoetzer
In all known deep mixing processes the existing soil is mixed with self hardening slurry by mixing tools that rotate about a vertical axis (augers, mixing paddles). Wall panels are constructed using s
Jan 1, 2006
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Piling The Gateway To Europe
By Howard Roscoe
Linking Ashford International Station to the new Channel Tunnel Rail Link required over 5000 rotary bored and CFA (continuous flight auger) piles to form tunnel walls and viaduct foundations and to su
Jan 1, 2002
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Characteristics of Strength Development of Fiber-Reinforced and Cement Improved Soft Clay of Shanghai
By Mu Chen, Ye-Shuang Xu, Dong-Wei Hou, Shui-Long Shen, Huai-Na Wu
"This paper presents a laboratory investigation on the mechanical behaviors of the cement-clay admixture improved by polypropylene fiber. Cement can significantly improve the clay admixture. The fiber
Jan 1, 2015
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A Case Study Describing The Use Of A Top Down Construction Sequence For A Three Level Basement Using A Diaphragm Wall And Cfa Foundation Piles
By Chris Leach, Lucie Spencer
This case study describes the geotechnical aspects of the basement construction for a multi-storey, residential and hotel complex located in the newly developed Elizabeth Quay precinct in Perth, Weste
Nov 1, 2022
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Design, Modelling And Construction Of A 12-Sided Diaphragm Walled Shaft
By Stephen Buttling
The construction of a water treatment plant in Dandenong, Victoria, required detention tanks and a pumping well. The design provided by the Engineer used conventional rectangular cast-in-situ reinforc
Nov 1, 2022
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Regulations Of Construction Vibrations
By Mark R. Svinkin
Regulations are needed to keep construction vibrations in tolerable limits. The existing regulations were developed for low-rise residential structures, but they are incorrectly used for different sup
Jan 1, 2006
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Automated Installation Monitoring For Augercast And Driven Piles
By Garland Likins
Where soil conditions are favorable, augercast piles have significant economic advantages, but they also have some uncertainty due to the in construction methods. To confirm structural integrity, stat
Jan 1, 1999
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Experimental Study Of Axial Bearing Capacity Of Half-Closed End Steel Pipe Piles ? Synopsis
By Y. G. Qin
In this article an experimental study of axial bearing capacity of half-closed steel pipe pile installed at BKSH dock is presented. In comparison with open and closed end piles, half-closed end pile i
Jan 1, 2010
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Sheetpile Installation Vibration Study
By Kenneth A. Pidgeon
This paper presents a case history on mitigating vibration problems associated with the installation of steel sheetpiles. The project in-cludes installation of steel sheetpiles for a utility trench wi
Jan 1, 1995
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Grouting Methods Involved in Stabilization of TBM Tunnel near CP-06, UAA-04, Chennai Metro
By Yeruva Ramanareddy, Sohail Wajid, Ahmed Shaz, K. Bhavani
"CP-06 is an NATM cross passage which connects up-line and down-line metro tunnels near Kilpauk Medical College, Chennai. It lies completely in loose silty sand to dense sand with water table almost t
Jan 1, 2017
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Crane Boom Loadings From Pile Driving
By Alan G. MacKinnon
Loads and stresses from pile driving are increasing from heavier piles and more powerful hammers. Stresses can be dangerous to equipment stability. Equipment developer MacKinnon tells how to compute s
Jan 1, 1986
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Simplifying the Design of Laterally Loaded Piles for Waterfront Structures
By Amanda R. Parry, Chris R. Pray
Predicting and modeling the soil structure interaction of laterally loaded piles with significant unbraced lengths is one of the challenges faced in designing many waterfront structures. Designers of
Sep 8, 2021
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Construction And Design Of Drilled Shafts In Hard Pinnacle Limestones
By Dan A. Brown
The following paper was written by Dr. Dan A. Brown, P.E. Brown is an Associate Professor at Auburn University's Department of Civil Engineering. The paper was originally presented at a FHWA&apos
Jan 1, 1991
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Trends In Deep Foundations In Europe ? Synopsis
By R. Stenne
This paper presents the trends in deep foundations in Europe, both in terms of design and construction. Eurocode 7 which is a design code for geotechnical engineering will be introduced in the Eur
Jan 1, 2000
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Instrumented Driven Steel Tube Piles At Canary Wharf, London
By A. R. Gaba
Phase I of the Canary Wharf development in London's docklands involves the construction of six fifteen storey buildings located predominantly over water of the West India Docks. The buildings are
Jan 1, 1989
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Development Of The Osterberg Load Cell
By Charles L. Guild
I will add a few facts about the use and development of the Osterberg Test Load Cell and my association with Jorj. I first met Jorj in 1965 when the Guild Construction Co. drove 12" diameter cast-in-p
Jan 1, 1989
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Lateral Capacity Of Rigid Piles In Clays Based On Earth Pressure Concepts - Synopsis
By S. Narasimha Rao
Significant amounts of lateral load may act on pile foundations supporting structures such as transmission line towers, tall structures, bridge abutments, offshore platforms, quay wails, harbour struc
Jan 1, 1996
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Common Sense Changed Conditions
By Bert R. Oastler
BERT R. OASTLER: Born Atlanta, Georgia, October 19, 1933; B.S. Civil Engineering, Duke University, 1956; Doctor of Laws, Emory University, 1966; Bryan Honor Society; Associate Editor, Journal of Publi
Jan 1, 1988