DSI – Ductile Iron Micropiles International Society for Micropiles London, May 2009 Florian Stützel, DSI-TS.

Slides:

Advertisements

Similar presentations

Pile foundations.

Advertisements

PILE FOUNDATION.

1 Prepared for: International Society for Micropiles (ISM) 2009 International Workshop on Micropiles London, England May 13 th, 2009 A DECADE OF LOAD HOLD.

SUB-STRUCTURE foundations.

8. Axial Capacity of Single Piles

INTRODUCTION Session 1 – 2

PILES  there are two categories of piles according to the method of installation: A. Driven Piles 1.t imber, steel, precast concrete, piles formed by.

Foundations and basements

GROUNDWATER CONTROL.

Negative Skin Friction

Hybrid Pile n Definition –A pile installed by combining driven and auger/drilled techniques. n Why use a ‘Hybrid’? –by incorporating a ‘driven element’,

Presented by L.M. Mak 1 The Hong Kong University of Science & Technology Civil Engineering Department – Civl 395 – Project Implementation THE HONG KONG.

Foundation Fundamentals GSD 6204 Building Technology Harvard Graduate School of Design.

CWB Tunnel (North Point Section) and IEC Link HY/2009/19 Presentation on: Date: Presented by: Presentation on: 17 April 2015 Chun Wo-CRGL-MBEC Joint Venture.

Basic Civil Engineering-Foundation

Pile Foundations پي هاي شمعي.

Introduction to Deep Foundations.

Session 17 – 18 PILE FOUNDATIONS

Horizontal Loading Tests on Model Foundations Retrofitted by Micropiles Masahiro NISHITANI Jiro FUKUI Takeshi UMEBARA IAI, PWRI Structures Research Group.

TOPIC 2: TYPES OF FOUNDATION

Foundation Engineering CE 483

ERT352 FARM STRUCTURES FOUNDATION DESIGN

Joint Research of Seismic Retrofitting Technology for Existing Foundations Masahiro Ishida Public Works Research Institute JAPAN “Design and Execution.

Providing Design Standards for Frictional Compression Ground Anchors Geotechnical & Geoenvironmental Lab., Seoul Natl. Univ. Master Course Student Joo,

IWM 2004 Jouko Lehtonen Jouko Lehtonen Quality Assurance of Drilled Micropiles in Finland.

Slop Stabilization Pertemuan

Micropiles – UK Trends Mike Turner Applied Geotechnical Engineering.

Bridge Engineering (3) Foundations – Pile Foundations (1) 1. *Types of foundations 1.1 Shallow foundations (buried less than 5m deep) Spread (isolated)

Introduction: Excavations and other engineering constructions in the ground are central to many civil and mining projects. Ground reinforcement includes.

IWM2003 in Seattle Kinya Miura: GeoMechanics Group,

HEWLETT PACKARD BUILDING 5 SEISMIC UPGRADE CORVALLIS, OREGON, USA TOM A. ARMOUR, P.E. SESSION III STRUCTURAL SUPPORT & SEISMIC APPLICATIONS IWM 2002 MAY.

4.4 SOIL NAILING SOIL NAILING IS A REINFORCEMENT METHOD TO REINFORCE THE GROUND WITH STEEL BARS OR STEEL BARS IN GROUT FILLED HOLES. IT IS MAINLY USED.

Recent Construction Sites of Micropiles in Germany Thomas F. Herbst Wessling / Munich Germany 5th IWM 2003 Seattle – Session 2.

PRACTICE AND RESEARCH ON MICROPILE GROUPS AND NETWORKS Prof. François SCHLOSSER ENPC - CERMES 2 nd LIZZI lecture Tokyo IWM August 2004.

Introduction to Construction Technology

“Minipiling - Access the right solution” Slide 1 Branlow Piling Solutions IWM Presentation 2004 Paul Woodfield Technical Director.

Wave Equation Applications 2009 PDCA Professor Pile Institute Patrick Hannigan GRL Engineers, Inc.

Research at Northwestern University: End-bearing Micropiles in Dolomite.

Session 19 – 20 PILE FOUNDATIONS

Course : S0484/Foundation Engineering Year : 2007 Version : 1/0

Bulb Piles –Franki Piles or pressure injected footings –Special form of cast in place pile with an enlarged base for increased load bearing F 10-4 Minipiles,

Engineering Presentation. Basic Soil Mechanics Soil type classification Gravel, sand, silt, clay Soil strength classification Granular soils (sand and.

BEARING PILES: H-PILE. BEARING PILES  Structural element, a post or pile, which transfers the weight of a foundation to soil that can support it.  Ideal.

SOIL MECHANICS AND FOUNDATION ENGINEERING-III (CE 434)

Deep Replacement Presented by: M. Taromi

Prepared by:- Barham Jalal

PILING TECHNIQUES.

Building Foundations.

AN OVERVIEW OF SHALLOW AND DEEP FOUNDATION SYSTEMS

Trough during installation of Micropiles TITAN and Foundation Plate.

The Engineering of Foundations

Part 75-2A Piles, steel-core piles and micropiles. Static test loadings II/2013, modified.

Sardar Patel Institute Of Technology

Introduction: Excavations and other engineering constructions in the ground are central to many civil and mining projects. Ground reinforcement includes.

Quality Assurance of Drilled Micropiles in Finland

Outline Introduction Test section details Axial load test results

CT Reinforced Earth Structures

DEEP FOUNDATIONS PILES.

MATERIALS AND CONSTRUCTION I

Arch205 Materials and building construction 1 foundation

European Standard prEN 14199

IWM 2000 Turku, Finland Pasi Korkeakoski

Arch205 building construction foundation

Mike Turner (Applied Geotechnical Engineering)

IWM2003 in Seattle Kinya Miura: GeoMechanics Group,

Mike Turner Applied Geotechnical Engineering

It’s Time for a Break!!!.

DSI – Ductile Iron Micropiles

BUILDING CONSTRUCTION Foundation

Presentation transcript:

DSI – Ductile Iron Micropiles International Society for Micropiles London, May 2009 Florian Stützel, DSI-TS

Agenda Introduction Production Installation Load capacity Summary Video

Agenda Introduction Production Installation Load capacity Summary Video

Introduction Driven tube Ductile cast iron

Agenda Introduction Production Installation Load capacity Summary Video

Agenda Introduction Production Installation Load capacity Summary Video

Production Centrifugal casting

Production Heat treatment Transformation grey  ductile cast iron

Agenda Introduction Production Installation Load capacity Summary Video

Agenda Introduction Production Installation Load capacity Summary Video

Installation Pile head Soft soil Medium dense gravel Dense sand Soft soil Loose sand Rock Pile shoe Pile tube Coupler concrete Drive & grout = skin friction Dry driven = end bearing

Installation - Endbearing piles Usually non-grouted Driven until a certain set-criteria is fulfilled (e.g. progress < 20 mm / minute) If grouted piles are driven to that set, then the pile is basically an endbearing pile with additional load bearing capacity from skin friction

Installation - Endbearing piles Foot for end bearing piles

Installation - Endbearing piles

Installation Friction piles Simultaneously driven & grouted Driven into a layer of “good” soil Steady control and monitoring of driving progress required

Friction piles

Installation - Friction piles

Agenda Introduction Production Installation Load capacity Summary Video

Agenda Introduction Production Installation Load capacity Summary Video

Load capacity End bearing piles are driven to set e.g. progress less than 20mm / minute Skin friction piles can be stopped before full set

Load capacity - Friction piles 1 st information: soil-expertise

Load capacity - Friction piles 2 nd information: penetration test with DPH

Load capacity - Friction piles 3 rd information: Actual driving record

Load capacity - Friction piles Comparison

Load capacity - Friction piles Driving stopped after 6 m protrusion in a layer, where the driving time exceeded 30secs / 1m 6m x 0.63m²/m x 150 kN/m² = 570 kN

Load capacity - Friction piles Pile test

Load capacity - Friction piles Pile test load / time load / displacement - curve Vertical displacement [mm] Load [kN]

Agenda Introduction Production Installation Load capacity Summary Video

Agenda Introduction Production Installation Load capacity Summary Video

Summary Installation by excavator Suitable for restricted area No break down of pile head Installation into difficult ground condition No wastage of pile section Easy & fast

DSI – Ductile Iron Micropiles International Society for Micropiles London, May 2009 Florian Stützel, DSI-TS