In-Situ 2001 - Bali In-Situ 2001 Bali A Few Closing Comments by Paul W. Mayne at Banquet.

Slides:



Advertisements
Similar presentations
Soil Property Characterization by In-Situ Tests
Advertisements

Drained or Undrained: Is That the Question? Amin Rismanchian
Educational Resource Library
The Flat Dilatometer Test (DMT): and Recent Developments
INTRODUCTION Session 1 – 2
Pore-Pressure Generation During CPT Probe Advancement By Michael Fitzgerald.
Mechanical Wave Measurements Electromagnetic Wave Techniques
PEER 2002 PEER Annual Meeting Geotechnical Seismic Simulation uAhmed Elgamal uUCSD PEER 2002 Annual Meeting Vision: Professor Steven Kramer (PEER Geotechnical.
In Situ Testing CPT & SPT.
Geotechnical Site Characterization by Cone Penetration Testing
Application of CPT data for evaluation of ground liquefaction in Chi-Chi Earthquake, Taiwan D.H. Lee 1, C.S. Ku 2, C.S. Chen 1, C.H. Juang 3 &J.H. Wu 3.
Pressuremeters and other In Situ Testing Equipment
Basic design of stilts based on the CPT Julio R. Valdes Geo-Innovations Research Group Civil Engineering SDSU.
Test Site Platt 4 at Hornsby Bend as a NEES Site.
Fawad S. Niazi Geosystems Engineering Division Civil & Environmental Engineering Georgia Institute of Technology April 27, 2010 Spatial Variability of.
Wavelet Transform Modulus Maxima ridge and its application on Stratigraphic Profiling STUDENT: R CHUN-HSIANG WANG LECTURER: JIAN-JIUN DING DATE:
Time-dependent increase in CPT tip resistance following explosive compaction. Time-dependent increase in V s following explosive compaction, as measured.
“LIQUEFACTION” Prepared By: Husni M. Awwad Talal Z. Zammar
OUTLINE Engineering Properties of Rock Formations 1- Rock Material and Rock Mass Concept 2- Rock Material Properties 3- Rock Mass Properties 4- Investigation.
The Use of Full Flow Penetrometers in an Intermediate Soil; Silt By: Alan Abad & Mark Jones.
Use of SDMT results for engineering applications
Pile Testing and Evaluation for the Sand Creek Byway, Sandpoint, Idaho Presented by Dean E. Harris, P.E., CH2M HILL.
1 Historical Perspective of Soil Mech. & Geotech. Eng The record of the first use of soil as a construction material by man kind is lost in antiquity.
Liquefaction: Behavior Evidence, Prediction, and Prevention.
Field Borings and Cone Penetration Testing
CE 486 DEEP COMPACTION Name : Ali Hamood Al-teeb. ID :
Soil Mechanic Laboratory
What is a proper time for pile testing Jaroslaw Rybak, Wroclaw University of Technology.
Lecture-8 Shear Strength of Soils
Shear Strength of Soils
Miniature Pressuremeter and Miniature Cone Penetrometer Testing in Calibration Chamber with Unsaturated Soil Beds By Norman K. Tan.
Commercial Foundations
1 Field Approach A Test pile of required dimensions is constructed in the field and a load test is conducted to assess the capacity of the pile. This approach.
Soil-Pile Interaction in FB-MultiPier
Liquefaction Analysis For a Single Piled Foundation By Dr. Lu Chihwei Moh and Associates, Inc. Date: 11/3/2003.
CE 317 Geotechnical Engineering Dr. Tae-Hyuk Kwon
DEPARTMENT FOR GEOTECHNICS AND SPECIAL STRUCTURES Laboratory for dynamics of soils and foundations University Ss. Cyril and Methodius in Skopje Institute.
Geotechnical Exploration for Reach 2B of the San Joaquin River Restoration Program Nicholas Hightower Division of Engineering, Project Geology 2011 DWR.
LIQUEFACTION FAILURE OF FOUNDATION - STRUCTURE COLLAPSE.
An Easy Method of Determining Hydraulic Conductivity of Soils using Pore Pressure Response of Piezocone Penetration Test Chung R Song, Ph.D., University.
Dynamic Behaviour of Unsaturated CH soil under Cyclic Loading in Unconsolidated Undrained Conditions 5th Tongji-UBC Symposium on Earthquake Engineering,
Role of Foundation Consultants in optimizing time and cost in large projects – Case Studies Prof. V.S.Raju (Formerly: Director, IIT Delhi & Professor and.
GEOTECHNICAL ENGINEERING. LAW OF HAMMURABI : İ.Ö.2130 EĞER BİR İNŞAATÇI BİR EV YAPAR, DOĞRU DAVRANMAYIP EVİN ÇÖKMESİNE SEBEBOLURSA O İNŞAATÇI YIKILAN.
Geotechnical Exploration for Reach 2B of the San Joaquin River Restoration Program Nicholas Hightower Division of Engineering, Project Geology 2011 DWR.
Ground Improvement Dr. Talat Bader
Name : Abdulrahman Al-bedah ID : KINGDOM OF SAUDI ARABIA KING SAUD UNIVERSITY CIVIL ENGINEERING DEPARTMENT CE DEEP COMPACTION.
How Bridges Respond to Loads
PRACTICE AND RESEARCH ON MICROPILE GROUPS AND NETWORKS Prof. François SCHLOSSER ENPC - CERMES 2 nd LIZZI lecture Tokyo IWM August 2004.
FHWA CPT workshop Practical Experiences using the CPT -- September Indianapolis, IN -- Gerald Verbeek 1.
FHWA CPT Workshop Goal Assist DOT’s to start and increase use of CPT in Highway applications by developing, presenting and discussion information on CPT.
NORTHEAST SITE ORIENTATION. Site Orientation NOT TO SCALE I-64 north Access Road Blast Site DITCH Access Road 2007 CPT Test Area SW Vibroseis NE Vibroseis.
Shear Strength GLE/CEE 330 Lecture Notes Soil Mechanics
SOIL MECHANICS AND FOUNDATION ENGINEERING-II (CE 311)
Geotechnical Investigation Methods and Site Characterization Presented by: Robert J. Niber, P.E. WDP & Associates, P.C. Manassas, Virginia.
Site exploration and characterization
Geotechnical Investigation Report
1) NF P DTU 13.2 (1978 & additional modifications 1991) II ) Fascicule 62 titre V III) Euro Code 7 : Geotechnical Design FRENCH CODE.
Site Investigation and Field Tests
Bearing Capacity Terms
Pressuremeters and other In Situ Testing Equipment
The Engineering of Foundations
oleh: A. Adhe Noor PSH, ST., MT
Piezocone Penetration
QuakeCoRE Project Update
International Workshop on Micropiles May , 2002 Venice, Italy Full Scale Field Tests on Single Micropiles and Groups/Networks of Titan Micropiles.
BRIDGES MOST IMPORTANT GEOTECHNICAL EFFECT- LIQUEFACTION
TERIMA KASIH / THANK YOU
FRENCH CODE 1) NF P DTU 13.2 (1978 & additional modifications 1991)
COMPUTATIONAL MODELLING IN GEOTECHNICAL EQ ENGG.
Roger A. Failmezger, P.E., F. ASCE, D. GE
Presentation transcript:

In-Situ Bali In-Situ 2001 Bali A Few Closing Comments by Paul W. Mayne at Banquet

In-Situ Bali In-Situ Geotechnical Tests for Soils

In-Situ Bali Specialized In-Situ Tests –Lateral Stress Cone (LS-CPT) –Cone Pressuremeter (CPMT) –Vibrocone Penetrometer for Liquefaction –Self-Boring Pressuremeter (SBP) –Iowa Stepped Blade (ISB) –Borehole Shear Test (BHT) –Vision Cone (VisCPT) –Torsional Impulse Shear Device –Push-in Total Stress Cells (TSC) –Seismic Piezocone Pressuremeter (SCPMTu)

Research Directions - Vibrocone Electro-Vibrocone with Piezo-Actuator Driver and Dual-Element Piezocone Penetrometer

Vibrocone Test Results Vibrocone Data from Paired Soundings at Historic Liquefaction Site, Thompson Industries, Charleston, South Carolina qtqt u1u1 fsfs Constant Rate of 20 mm/s Dynamic Motion

In-Situ Bali Pile Capacity from CPT Rational Methods (“Indirect”) to assess end bearing & side friction Direct Methods - Scale up measured CPT f s and q t to Pile Interface roughness effects on measured sleeve (Frost & DeJong, 2001)  Multi-Friction Sleeve Penetrometer

In-Situ Bali Oh the Places You’ll Go (Dr. Seuss) “Be Glad you don’t work on the Bunglebung Bridge that they’re building across Boober Bay at Bumm Ridge”

In-Situ Bali Multi-Element Pore Pressures Triple-Element Piezocone (Fugro)

In-Situ Bali Multi-Friction Sleeved Penetrometer (Frost & DeJong, 2001)

In-Situ Bali Multi-Friction Sleeved Penetrometer New Soil Classification Charts f s1 -f s3 f sCPT /f s4 q t /f s1* f s2 *f s3 Brown Dirt with Stones Clays or Silts or Maybe Sands Loams Begemann

In-Situ Bali Multi-Tipped Cone Penetrometer q c2 q c1 q c3 New Idea from In-Situ 2001

In-Situ Bali ISC’98, Atlanta

In-Situ Bali Geomusic at ISC’98, Atlanta Alan Lutenegger

In-Situ Bali GeoMusic Gianfranco Totani from Italy and Julio Valdes from Panama during ISC’98

In-Situ Bali GeoMusic

In-Situ Bali GeoMusic for CANLEX I can’t Get No Liquefaction I can’t get no No Liquefaction    World's Largest Penetrometer

In-Situ Bali On that “Note”

In-Situ Bali Innovative In-Situ Devices Self-Boring Pressuremeter Self-Boring Cones - (No Rods or Trucks) Cordless Cone Memocone Audio-Cone Beerless but Bearded Fahey

In-Situ Bali

ONEHEAD ROMOTING RIO (14 th Edition) Non-Textbook Textbook

In-Situ Bali Terima Kasih Banyak (thank you very much)