CONSTRUCTION OF SOIL NAILING WALLS

Slides:



Advertisements
Similar presentations
BRIDGE CONSTRUCTION INSPECTOR Practice Questions Next.
Advertisements

PILE FOUNDATION.
ARC313 Building Code II. Review What is the minimum bearing pressure allowed for soils to support foundations? 75 kPa How can you tell by looking at the.
Lesson Using Construction Fasteners and Hardware.
Measurement for Civil Engineering works
Chp12- Footings.
Residential Foundations © 2010 Project Lead The Way, Inc.Civil Engineering and Architecture He who has not first laid his foundations may be able with.
Earthwork Operations & Equipments
Skyscraper Construction
Carpentry Skilled Trades 1201 Footings and Foundations.
Foundations and basements
GROUNDWATER CONTROL.
E4014 Construction Surveying
Ms. Gripshover Landscaping Unit 18 INSTALLING PATIOS, WALKS, AND DECKS.
Retaining Wall Design Slope Stability on US-189 MAQuiGr Engineering
Foundation Systems.
Foundations. Foundation supports weight of structure –Includes soil and rock under foundation –Building construction described by foundation type Slab.
Section Two Collapsing slopes. What is a landslide? soil layer rock layer wet soil Landslide takes place when large masses of loose rocks and soil move.
The Good, the Bad, and the Ugly 2 May 2008 Sacramento, CA Alan Macnab
 Embankment Construction – LOTs  What is the maximum length of a LOT? Mainline pavement lanes, turn lanes, ramps, parking lots, concrete box.
GABION PRESENTATION.
STABILITY OF SLOPE Presented by:.
Topic C1 Superstructures - walls
ASSALAMUALAIKUM & GOOD MORNING
Rock Coring Obtain undisturbed samples of solid, fractured, or weathered rock formations.
Chapter 18 Foundations.
REINFORCED EARTH STRUCTURES CONCEPT BASICS OF DESIGN CASE STUDIES.
TRENCHLESS TECHNOLOGY
LAND JUDGING EVERYTHING YOU NEED TO KNOW BUT WERE AFRAID TO ASK EVERYTHING YOU NEED TO KNOW BUT WERE AFRAID TO ASK.
Topic B2 Sub-structure groundworks
Roof Terms Span –Distance across the building. Roof Terms Run –1/2 the distance across the building (1/2 span distance)
Slop Stabilization Pertemuan
Pavement Analysis and Design
Problem: surface ponding. Solution: surface or subsurface drainage.
Subsurface drainage – Investigations
Department of Civil Engineering,
Percussion drilling By Batch -2. Percussion drilling Cable Tool Drilling Percussion drills have been used to drill thousands of feet, though they are.
E4014 Construction Surveying Pavement Setout. Road Construction Consists of a number of sequential steps –clearing –earthworks –drainage works –pavement.
Preparing Foundations for Cylinders & ASME Tanks
Introduction: Excavations and other engineering constructions in the ground are central to many civil and mining projects. Ground reinforcement includes.
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.
Modern GROUND IMPROVEMENT TECHNIQUES FOR HIGHWAYS
ICORR Technologies, Inc.
Drilling Interlocked O-Pile Walls with DTH + PPV FINLAND.
PLANT LAYOUT. Definitions In the words of James Lundy, 'Plant layout identically involves the allocation of space and the arrangement of equipments in.
Excavation & Trench Safety
Soil cement   1 1.
Mahatma Gandhi Institute of Technical Education & Research Centre
Understand foundation design and construction
Soil mechanics and foundation engineering-III (CE-434)
DIAPHRAGM WALLS.
Concrete Repair presented by: Amirhossein Jodeiri Mapua Institute Of Tecnology.
5. FERROCEMENT.
INSTITUTE OF TECHNOLOGY
AN OVERVIEW OF SHALLOW AND DEEP FOUNDATION SYSTEMS
REINFORCED EARTH STRUCTURES
Concrete Repair.
Piling.
Substructure Groundworks - Hazards
Soil Improvement.
GROUND IMPROVEMENT TECHNIQUES
FOOTING AND FOUNDATION
GROUND IMPROVEMENT TECHNIQUES FOR HIGHWAYS
FOUNDATIONS.
Ground improvement techniques
EARTHING.
CT Reinforced Earth Structures
UTILITY VAULTS: THE PRECAST ADVANTAGE
4th Annual Construction Law Summit
Presentation transcript:

CONSTRUCTION OF SOIL NAILING WALLS Presented by: Student’s Name

Contents Subsoil considerations Design consideration Construction considerations Construction and installation steps Advantages Disadvantages

Subsoil Considerations Favorable Conditions Soil should be stiff or hard with fine grains Grains should have low plasticity Soil should have natural cohesion provided by either capillary water of natural cementation Subsoil with weathered rock should be uniformly weathered

Subsoil Considerations Unfavorable Conditions Dry and poorly grained soils Soils lacking natural cohesion or cementation Soil with a lot of ground water Soil with a lot of cobbles and boulders Soil that is not uniformly weathered Highly corrosive soils

Design Considerations Drainage considerations Use of geo-composite drain strips along the excavation walls to allow water to be discharged through weep holes at the bottom of the wall Use of drain pipes to control ground water pressure. Designing ditches behind the walls to prevent surface water from infiltrating behind the walls

Design Considerations Other considerations They should be designed to resist damage caused by frost action by increasing thickness of soil wall be using porous material The wall should be designed in a way that it can withstand both external loads such as highways and the weight of the temporary facing.

Construction Considerations The state of the construction material should be in good physical conditions and as per the design specification Check to ensure the excavation walls are stable and that the nails are properly installed with the right length size and spacing Check to ensure the completed soil wall is not tampered with during excavation of the next phase

Construction Considerations The contractor should ensure that the soil nail drilling is done as per the specifications The amount of time the drill holes remain open to avoid caving Materials are properly handled to avoid damages Ensure nails are properly grouted in the grouted column with no gaps left

Construction and Installation Steps Excavation is done to a level the walls can support themselves for 2 days. It is made about 6feet and wide enough for equipment Drilling the nail holes according to the design specifications Installing the nails using centralizers together with pipes filled with grouting cement. Geo-composite walls are also installed in this phase.

Construction and Installation Steps 4. Construct temporary facing to support the open cut soil using a reinforced layer of welded wire mesh between the facing thickness Construction of subsequent levels by repeating steps 1- 4 Finally construct a permanent facing using reinforced concrete and fabricated panels

Advantages of Soil Nail Walls Construction advantages Doesn’t disrupt the flow of traffic as compared to other methods It provides a less congested excavation bottom It has a rapid construction schedule The design can be easily adjusted without creating safety issues

Advantages of Soil Nail Walls Performance Resultant wall are very flexible The structures have very small deflections The walls can withstand seismic activities Cost Overall cost is lower than other methods Uses cheaper materials such as shortcrete

Disadvantages of Soil Nail Walls Can be implemented by highly trained and experienced contactors only. It is not favorable in areas with a lot of ground water The presence of different utilities pose a challenge in terms of inclination and length of the soil nails during construction in the upper rows

END