Negative Skin Friction

Slides:



Advertisements
Similar presentations
Pile foundations.
Advertisements

PILE FOUNDATION.
O UT LINE 1) Determine the own weight of building 2) Design of mat foundation 3) Design of pile foundation.
Chp12- Footings.
Lecture 9 - Flexure June 20, 2003 CVEN 444.
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.
Designing Piles for Drag Force
Session 25 – 26 DRILLED SHAFT And CAISSON FOUNDATION
PILING IMPLICATIONS FOR A NEW INDUSTRIAL DEVELOPMENT ON A CLOSED LANDFILL SITE By Michael Redfern.
Shear Force and Bending Moment
Chp.12 Cont. – Examples to design Footings
Chapter -9 WEB STIFFENERS.
THE WASHINGTON MONUMENT (1884) The purpose of this study is to show how this structure supports its own weight and wind load, by calculating its efficiency.
4 Pure Bending.
SHALLOW FOUNDATIONS Spread footings Mat (Raft) foundations Square
Presentation by Shreedhar S.  Shear force is the force applied along or parallel to surface or cross section, instead of being applied perpendicular.
BEARING CAPACITY OF SHALLOW FOUNDATIONS of Shallow Foundation
Bearing Capacity Theory
Bearing Capacity of Shallow Foundation
Session 17 – 18 PILE FOUNDATIONS
Direct Shear Test CEP 701 PG Lab.
Friction Acts in direction of plane (i.e. up or down the table) Factors affecting friction Limiting friction F lim =  R.
10 Pure Bending.
Foundation Engineering CE 483
FOUNDATION DESIGN.
ERT352 FARM STRUCTURES FOUNDATION DESIGN
Footings.
Class Day Fourteen Class Day Fourteen. Chapter 10 Masonry Load bearing Wall Construction.
The ground must push up as hard as the building pushes down
SHEAR AND BENDING MOMENT DIAGRAMS IN HORIZONTAL BEAMS WITH
FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.
Session 15 – 16 SHEET PILE STRUCTURES
An-Najah Nationa Unuversity Faculty Of Engineering Civil Engineering Department Nablus-Palestine Foundation Design of Multy story building Suprevisors:
1 Foundations and retaining walls.
SOIL MECHANICS-1 DEEP FOUNDATIONS PRESENTATION TOPIC MEMBERS O8-CE-29
Session 11 – 12 LATERAL EARTH PRESSURE
Foundation Loads Dead Load Live Load Wind Load
Session 19 – 20 PILE FOUNDATIONS
BEARING CAPACITY OF SOIL Session 3 – 4
Course : S0484/Foundation Engineering Year : 2007 Version : 1/0
Practical Design of PT Buildings
A View of NCSX Structural System and Load Path for the Base Support Structure.
SOIL MECHANICS AND FOUNDATION ENGINEERING-II (CE 311)
Bearing capacity of Piles in group By: Alka Shah Assistant professor Civil Department Nirma University.
DESIGN AND ANALYSIS OF DEEP FOUNDATION WEEK 10 DESIGN OF BORED PILE DESIGN OF GROUP AND RAKE PILE PILE SETTLEMENT.
PILE FOUNDATIONS UNIT IV.
SOIL MECHANICS AND FOUNDATION ENGINEERING-II (CE 311)
Foundation types and uses
Pile Foundation Reason for Piles Types of Piles
SOIL MECHANICS AND FOUNDATION ENGINEERING-III (CE 434)
Direct Shear Test.
Bearing Capacity Terms
The Engineering of Foundations
60 1. What is the mass M in the system as given in the
CHAPTER FOUR LATERAL EARTH PRESSURE. 3.1 Introduction 3.2 Definitions of Key Terms 3.2 Lateral Earth Pressure at Rest 3.3 Active and Passive Lateral Earth.
The physics of falling In this section you will
An-Najah National University Engineering College
Pile Group
Arch205 Materials and building construction 1 foundation
Arch205 building construction foundation
4 Pure Bending.
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg.
Section 9-1 What happens once the elastic limit of a rock is passed? Where does this occur? Define earthquake. Describe the 3 types of forces. (p. 237)
“Ground Water Movement”
The physics of falling In this section you will
Mass Movement (or Mass Wasting)
4 Pure Bending.
Structural Design I Course Code: CIVL312 Dr. Aeid A. Abdulrazeg.
The effect of steel platens of testing machine in uniaxial loading
Presentation transcript:

Negative Skin Friction What is negative skin friction? Negative skin friction is a downward shear drag acting on the pile surface due to relative downward movement of soil strata surrounding the pile. The following are some of the causes of negative skin friction •Due to pile or pile segment passing through compressible soil stratum which consolidates •Due to placement of a fill on compressible soil layer causing the layer to consolidate

Negative Skin Friction •Lowering of ground water table causing the shrinkage of expansive soils. •Under consolidated natural or compacted soils. If the pile tip is on a stiff or hard stratum, there will be a relative downward movement of upper compressible layer of soil w.r.t. pile , due to above causes, causing a downward drag force.

Negative Skin Friction •Vesic stated that downward movement as little as 0.6 inch may be sufficient to mobilize full negative skin friction. •The down drag will not affect the geotechnical capacity of end-bearing piles but will increase stresses on the pile and pile cap. The negative skin friction of a single pile is given by Negative skin friction load = Unit frictional resistance (downward)* Length of the pile above bottom of the compressible layer * Perimeter of the pile cross section And total downward load= negative skin friction load + live load+ dead load

Negative Skin Friction For a pile group it can be assumed that there is no relative movement between the piles and the soil between the piles. Therefore the total force acting down is equal to the weight of the block of soil held between the piles, the weight of the piles and the pile cap and the downward drag along the pile group perimeter due to negative skin friction

Negative Skin Friction