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100-Day Document - Mandatory Discussion, Mediation And Arbitration Of Construction Disputes ? 1.0 Coverage
1.1 The parties agree to submit all claims, disputes or controversies arising out of, or in relation to, the interpretation, application or enforcement of this agreement, including dispute resolution
Jan 1, 1994
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Pile Foundations General - .1 Equipment information
By Bengt H. Fellenius
.1.1 Prior to commencement of pile installation operation, submit to [Engineer] for [approval] [review], details of equipment for installation of piles. SPEC NOTE: The information requested in 3.1
Jan 1, 1991
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The Utilization Of Static-Load Piledriving Near Structures That Are Sensitive To Vibration - Static-Load Piledriving: - Concept;
By Robert A. Field
Static-Load Piledriving utilizes a hydraulic push to facilitate the installation of a pile. The pile is not rotated, impacted or vibrated. A smooth pushing force advances the pile incrementally into t
Jan 1, 1997
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Quality Control of Pile Installation Using Digital Pile Penetration and Rebound Monitoring System
By Hee-suk Yun, Dae-jin Hwang, Jeong-woo Seok, Myoung-mo Kim
"In this paper, the accuracy of the data measured by a newly developed displacement measuring system, DPRMs (Digital Pile Penetration and Rebound Monitoring system) and its applicability as a quality
Jan 1, 2005
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Non-Destructive Testing Of Drilled Shafts - Title ? Table Of Contents - Introduction And Overview
By Edmund J. Cardoza
WELCOME TO THE DEEP FOUNDATIONS INSTITUTE 26TH ANNUAL CONFERENCE AND WELCOME ESPECIALLY TO THIS SEMINAR ON NON-DESTRUCTIVE TESTING OF DRILLED SHAFTS, PRESENTED BY MEMBERS OF THE DFI DRILLED SHAFT COMM
Jan 1, 2001
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Evaluating Degree of Consolidation of Soft Soil by Using Asaoka, Hyperbolic and Back Analysis Method
By Aminul Islam, Vinay M. Kumar
"About 100 Hectares of land reclamation over the very soft to soft marine clay at Uran Creek in Maharashtra is planned. The depth of marine clay varies from 10m to 24m as observed from the geotechnica
Jan 1, 2017
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Comparison Of Static Pile Analyses And Load Test Results
By Alan B. Wagner
Data from seven instrumented pile load tests in Milwaukee, Wisconsin and two other instrumented load tests reported in the literature, one in Evanston, Illinois and one in Houston, Texas were reviewed
Jan 1, 1991
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Recommended Steps And Procedures For Planning And Performing A Geotechnical Investigation For A Seismic Retrofit ? Introduction
By Mark DeSalvatore
Currently, at Caltrans, the Office of Structure Design is carrying out an extensive seismic retrofit program involving transportation structures throughout California. The goal of the retrofit program
Jan 1, 1993
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Effect Of Stabilizing Soft Super-Saline Soil By Vibroflotation ? Synopsis
By S. F. Fu
The Charkhan Salt Lake area of the Chaidamu Basin in West China is characterized by soft super-saline soils with very high contents of soluble salts. From the engineering point of view, these saline s
Jan 1, 2010
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An Unique Formula for the Stone-Column Group Efficiency
By Abhijit Saha
"The stone columns improve the performance of foundations on soft and loose soil due to the ability of composite ground to sustain increased structural loads under reduced settlements. The interaction
Jan 1, 2015
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Friction Loss in Tieback Anchors used for Landslide Stabilization
By John P. Turner, Benjamin J. Turner
"Tieback anchors are now used routinely for landslide stabilization in the USA and abroad. It is generally understood by design engineers that friction loss over the unbonded length of a tieback ancho
Jan 1, 2017
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Experimental Investigation on the Lateral Load Capacity of Monopiles in Dense Sand
By Kenneth Gavin, Weichao Li, Paul Doherty
"The lateral load capacity is one of the most important issues to be considered in designing piles to resist berthing loads, ship impact forces and for monopiles used in the offshore wind sector. A nu
Jan 1, 2015
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Probabilistic Subsurface Characterization for Transmission Line Foundation Design
By Neil T. Russo, Peter M. Kandaris, Jogi S. Gadok
"Assessment of subsurface data for foundation design in support of long high voltage electric transmission lines is best accomplished using a probabilistic strategy since only a small portion of struc
Jan 1, 2017
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Bending Strength Of Threaded Micropile Connections
By Steven R. Musselman
The bending strength and flexural stiffness of a micropile at its threaded connection is less than its intact strength and may fail due to thread slippage or by fracture through the pin (reduced cross
Jan 1, 2007
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Inspector?s Guide To Augered Cast-In-Place Piles - Second Edition - Title ? Table Of Contents - 1.0 General
This manual is limited to Augered Cast-in-Place (ACIP) piles constructed using a hollow stem continuous flight auger. 1.1SCOPE AND LIMITATIONS The intent of this manual is to provide guidelines
Jan 1, 2010
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Inspector?s Guide to Augered Cast-in-Place Piles
By Matthew E. Meyer
The intent of this manual is to provide guidelines for observing and documenting the installation of ACIP piles. The manual may also serve as a guide for the training of inspection personnel. It is ex
Jan 1, 2010
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A New Diaphragm Wall Technology Providing Mechanical And Watertightenss Continuity
By P. Dupeuble
Diaphragm walls, owing to their method of construction are discontinuous structures. A new technology for the construction of joints between panels has been developed. This new process allows for the
Jan 1, 2010
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Bearing Capacity Of Piles In Soils With Time Dependent Characteristics
By M. J. Preim
Two case histories are presented on the evaluation of static bearing capacity of piles driven in soils that exhibit time dependent strength changes. Under consideration are a steel and a concrete pile
Jan 1, 1989
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Sustainability and the Future for the Deep Foundations Industry
By Tony Suckling
"As we head toward the United Nations Climate Change Conference in Copenhagen in December, the environment and sustainability will become headline news for a while. Governments are expected to agree t
Jan 1, 2009
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Session 32 "Grout Mixtures and Materials 3"
By Lois G. Schwarz
I did a project (Sungai Piah) as a consultant to your firm in Malaysia, where we were faced with a similar situation as sketched out in your question. The following is what we did for the grouting of
Feb 10, 2003