Pavement Design, CBR, Freeze/Thaw in Soils. Schematic diagram of formation of Ice lenses and frost heaving in the Seasons: Fall Winter Spring.

Slides:



Advertisements
Similar presentations
Subsurface exploration and sampling
Advertisements

What’s your favorite season?
No. 7 of 19 Soil Stabilization and Base Reinforcement by Ryan R. Berg, P.E. The information presented in this document has been reviewed by the Education.
LOW VOLUME ROAD DESIGN EMPIRICAL APPROACH.
Dr. Wa'el M. Albawwab ECGD4228 Transportation Engineering II Summer 2008 Sat. 15:30-18:30 PM K115.
Full-Depth Reclamation Using a Cement Slurry Spreader Attached to a Ready Mixed Concrete Truck W. Spencer Guthrie, Ph.D., Associate Professor Charles A.
Center for Earthworks Engineering Research A Comparison of Pavement Foundation Stabilization Technologies Peter J. Becker, M.S. Graduate Research Assistant.
PAVEMENT DESIGN. Introduction Pavement design is the major component in the road construction. Nearly one-third or one-half of the total cost of construction,
Association of California Airports ACA Annual Conference Pavement Evaluation Pavement Maintenance/Management Plan (PMMP) September 11, 2014 Reinard W.
A Presentation On Geo Textiles : Perspective from the Construction Sector By D C DE CONSULTING ENGINEERING SERVICES (INDIA) PRIVATE LIMITED FEDERATION.
Civil Engineering The best kind!!!!!!!!!!!!!!!!!!.
SESSION 3 Subgrade This module presents the concepts and methods of characterizing the subgrade for the purpose of concrete pavement design. It also highlights.
An – Najah National University Faculty of Engineering Civil Engineering Department.
CLASSIFICATION OF ROAD MATERIALS AND IDENTIFICATION OF INDEGINOUS QUARRIES CPD SEMINAR ON CLASSIFICATION OF ROAD MATERIALS AND IDENTIFICATION OF INDEGINOUS.
1 Intercomparison of low visibility prediction methods COST-722 (WG-i) Frédéric Atger & Thierry Bergot (Météo-France)
7Lc A plan for all seasons 2 Explain what a hemisphere is.
Classification, Engineering Properties & Consolidation Methods.
Regional Flow Fetter, Figure 7.1.
Flexible Pavement Thickness Design / AASHTO Method
III. Soil Classification
Earthwork: Use of Fine Grained & Granular Material.
Pavement Base & Subbase CEE 320 Steve Muench 8/13/ The subbase course is between the base course and the subgrade. It functions primarily as structural.
Virginia Ready Mix Concrete Association Revisions to Current 2009 Pavement Design Guide for Subdivision and Secondary Roads in Virginia.
Planting in Prepared Beds Herbaceous Plants. When to Plant Annuals  Plant annuals in the spring after the threat of frost has passed.  Around mid-May.
Pavement Analysis and Design
Author: Robin Razack- Civil Engineer, SPU, GGMC MINING ROADS GUYANA GEOLOGY AND MINES COMMISSION SPECIAL PROJECTS UNIT 25th August, 2015 PRESENTATION FOR.
Overview of NLCA (b) Igloolik & Pond Inlet November 2011.
Guided by : Hiten Kheni Jasmin Gadhiya.  GROUP : I Jatin Dobariya Sadhana Nakrani Krinesh Mangukiya Arpana More Hemali Tank Jatin Dobariya Sadhana Nakrani.
GLACIAL ENVIRONMENTS 4 Periglacial processes and landforms: permafrost
Road Engineering Todays lecture Introduction Pavement design Project - Road 34.
Procedures in Modern Road Construction I. Development of Ancient Roads 1. Great civilizations throughout history enhanced road building. 2. Cross-section.
Introduction Session 01 Matakuliah: S0753 – Teknik Jalan Raya Tahun: 2009.
Highway Subgrade (1) Introduction
THE NATURE OF SOIL By Sarik Salim. The nature of Soil Soil is defined as a collection of mineral particles that was formed due to the weathering process.
Project Constraints Maximum Expected Traffic Load: 2 twenty-ton, 2-axle trucks per week Channel Size: app. 6 ft wide x 5.5 ft deep Available Reinforcement.
Unit2 My favourite season. spring summer fall winter.
Soil And Rock General Soil Characteristics Trafficability – ability of soil to support weight of vehicles under repeated traffic –Controls traffic on unimproved.
Chapter (4) Instructor : Dr. Jehad Hamad
DESIGN FLEXIBLE AND RIGID PAVEMENTS Ms Ikmalzatul Abdullah.
CALIFORNIA BEARING RATIO (CBR) METHOD
What is this diagram comparing? Label appropriately.
Impacts of Road Projects on Environment & Recommended Mitigation Measures. (Presented for Discussion) December, 2008 E.C; Fogera Woreda, Woreta Abraham.
Chapter 5. Classification of Soil. 5.1 Textural Classification texture of soil : surface appearance ※ In most cases, natural soils are mixtures of particles.
AIRPORT SURVEYS.
Co-PIs: Erol Tutumluer Marshall R. Thompson RA: Deb Mishra Subgrade Soil Support and Stabilization O’HARE Airport Modernization Research Project Research.
Prince Mohamed Bin Fahd University College of Engineering Department of Civil Engineering   Senior Design Project (ASSE III) Spring 2014 Management.
COMPACTION BY EQUIPMENTS
General Road Construction Information
U.S. Army Engineer Research and Development Center’s APT Research
Chapter 5: Pavement Structure and Base
Table 5. Properties of The Tested Soil
Transportation Engineering-II
VIGNESH POLYTECHNIC COLLEGE
Structural Design of Highway
Geotechnical Engineering II
Structural Design of Highway
CALIFORNIA BEARING RATIO (CBR) METHOD
What are the Common Seasonal Car Repairs?.
Calculating Dimensions for a Typical Pavement Section using 1993 AASHTO Flexible Pavement Design Guide.
Structural Design of Highway
ચાલો માટી વિશે જાણીએ All About Soil.
Soil Classification Dr. Attaullah Shah.
Decision Tree for the Selection of Appropriate Ground Improvement Technique in the Arabian Gulf Region Bashar Tarawneh, Ph.D., P.E Associate Professor.
Capstone Team Project title
Pavement Structural Analysis
Grade 6 Science Unit on Biodiversity
Writing and Funding a Research Proposal
Rebecca Embacher(MnDOT) Advanced Materials and Technology Engineer
© The Author(s) Published by Science and Education Publishing.
Presentation transcript:

Pavement Design, CBR, Freeze/Thaw in Soils

Schematic diagram of formation of Ice lenses and frost heaving in the Seasons: Fall Winter Spring

Pavement Design

Rigid and Flexible Pavement Subgrades

Soil Characteristics Pertinent to Roads and Airfields Holtz, Robert, et.al. An Introduction to Geotechnical Engineering. Second Edition, 2011.

Practice Problem Given: a soil, classified as CL according to the USCS, is proposed for a compacted fill Required: consider the soil to be used for: a)Subgrade b)Earth dam c)Foundation support for a structure Comment on, using Table 5.5: 1.The overall suitability of the soil 2.Potential problems of frost 3.Significant engineering problems 4.Appropriate compaction equipment to use

SubgradeEarth damFoundation support for a structure The overall suitability of the soil Potential problems of frost Significant engineering problems Appropriate compaction equipment to use Practice Problem