This parer exarnines the use of pasternak foundation model in the analysis of loadinduced concrete pavement deflections and bending stresses, as well as thermal stresse caused by warping of slabs. Rigid pavementrigid pavement 21 rigid pavements, though costly in initial investment, are cheap in long run because of low maintenance costs, the cost of construction of single lane rigid pavement varies from 35 to 50 lakhs per km in plain area, rigid pavement have deformation in the sub grade is not transferred to subsequent layers. Paul guyer is a registered civil engineer, mechanical engineer, fire protection engineer, and architect with over 35 years experience in the design of buildings and related. Mechanistic analysis of rigid pavement for temperature. Warping stresses and deflections in concrete slabs purdue epubs. Highwaytransportation lec 24u4pavement design part b3 rigid pavement design of joints by bkm duration. Finiteelement analysis is not new to the pavement design and research community. Modeling longitudinal, corner and transverse cracking. Transverse cracks are allowed to form but are held.
This section is a typical jointed plain concrete pavement being 11 inches thick on 6 inches of densegraded aggregate base with 15 ft joint spacing and a. Pdf prediction of longitudinal fatigue cracking in rigid. Early cracking of concrete pavement causes and repairs. Settlement of the subgrade and subbase can cause the cracking of the concrete pavement. Types of failures in rigid pavements causes and repair. Transverse joint analysis for mechanisticempirical design. Experimental study on structural response of rigid pavements. This section is a typical jointed plain concrete pavement being 11 inches thick on 6 inches of densegraded aggregate base with 15 ft joint spacing and a 12 ft width. Comparative study of concrete pavement for wheel load stress and warping stress shows that the stresses in the concrete pavement are caused by sub grade condition, pavement size, and moving loads. Also useful for the preparation of various upcoming exams like gate civil engineeringce ies barc isro sscje state engineering services exams and other important upcoming competitive exams. Pavement configuration a threepanel concrete pavement system of dimension 4500 mm a 3500 mm, separated by transverse joints has been considered. The empirical approach uses the aasho road test results to correlate measurable parameters such as slab depth and pcc modulus of rupture and derived indices such as the load transfer coefficient and pavement serviceability index to pavement performance. Results indicate the importance of dynamic analysis in rigid pavement design. Reinforced concrete pavementreinforced concrete pavement 28 occurrence of cracks in concrete slabs.
Overloading, loss of subgrade support, and insufficient andor improperly cut joints acting singly or in combination are also possible causes. Design of rigid pavements is based on westergaards analysis, where modulus of subgrade reaction, radius of relative stiffness, radius of wheel load distribution are used. Depending upon conditions, the pavement slab may be designed with plain, lightly reinforced, continuously reinforced, prestressed, or fibrous concrete. Oct 12, 2019 the article contains fundamental notes on rigid pavement topic of transportation engineering subject. The primary objective of this study was to identify possible causes for such longitudinal cracking observed on widened concrete pavements.
Rigid pavements, temperature stresses, wheel load stresses, nonlinear temperature, curling stresses, warping stresses. Both field investigation and finite element analysis were performed. Causes and repair settlement of subgrade and other pavement layers over pipe culverts and in the vicinity of slab culverts mainly during and after rainy season can cause the full depth cracking of overlying concrete slabs. The article contains fundamental notes on rigid pavement topic of transportation engineering subject. Revised april 2007 chapter 7 pavement maintenance rigid pavements rigid pavements are normally composed of portland cement concrete pcc as the prime structural element. The rigid pavement exposed to many types of distresses during its service life that include warping cracks, joint faulting and punchouts failure. In crcp, the only time stitching is utilized is where lanes are separating at the longitudinal joints.
Forces due to shrinkage and environment changes are large enough in the concrete pavement to cause cracks to form. Factors affecting of rigid pavement the factors which affect the design and performance of rigid pavement or cc pavements are listed below. Investigation of longitudinal cracking in widened concrete. Introduction the serviceability and longevity of rigid pavement constructions depend on the rate of pavement deterioration which is a function of factors such as material properties, climatic effects and vehicular load characteristics. For critical design, a combination of load stress, frictional stress and warping stress is considered. Pavement joints are vital to control pavement cracking and pavement movement.
To evaluate the tensile warping stresses which develop in the slab, the temperatures at the top and bottom of the slab must be estimated. Types of distresses in concrete pavements and their causes. The warping stress results were more significant than traffic load stress. This type of analysis usually predicts bottomup transverse cracking in the center. The different types of distresses responsible for failures in rigid pavements are.
In crcp, the integral transverse and longitudinal reinforcement hold cracks tight preventing further pavement distress, unless longitudinal cracks extend through the full slab depth, rupturing the steel. Rigid pavements respond to loading in a variety of ways that affect performance both initial and longterm. Analysis of rigid pavement stresses by finite element. Any cracks in nonreinforced pavement, even hairline, are likely to deteriorate and require repair. These are hairline cracks that are less than 2m in length. Chapter 3 an overview of design and construction practices of. The high flexural strength is predominant and the subgrade strength does not have much importance as in case of flexible pavement. Impact of curling and warping on concrete pavement abstract portland cement concrete pcc pavement undergoes repeated environmental loadrelated deflection resulting from temperature and moisture variations across the pavement depth. Flexible pavements carries such name, because the entire pavement has the elastic deflection under load. Harr,researchassistant jointhighwayresearchproject projectno. Field investigations were performed at six concrete pavement sites in iowa at different times of the day during the late fall of 2015. Jointed concrete pavement curling and warping curling and warping of jointed concrete pavement slabs is a complex issue, and still not fully understood within the concrete pavement industry to the point where accurate predictions of its effect on pavement smoothness can be made. The pavement design program uses rigmul for stress analysis.
The joint load transfer modeling capabilities of everfe, a recently developed rigid pavement threedimensional finite element analysis tool, are verified through comparisons with available. Nonlinear temperature gradient effect on maximum warping. These indings were reported in a paper presented at the 6th symposium on pavement surface characteristics chang 2008. Different pavement types use different types of joints and reinforcement to control the forces acting on the concrete pavement.
Nov 05, 2016 rigid pavementrigid pavement 21 rigid pavements, though costly in initial investment, are cheap in long run because of low maintenance costs, the cost of construction of single lane rigid pavement varies from 35 to 50 lakhs per km in plain area, rigid pavement have deformation in the sub grade is not transferred to subsequent layers. Design of rigid pavement the soil sub grade is a layer of natural soil prepared to receive the other layers of the pavement the loads on the pavements are ultimately taken by the soil sub grade and dispersed to the earth mass below. Impact of curling and warping on concrete pavement iowa state. The continuously variation in traffic loading, material properties and climatic conditions mainly contributes towards such distresses and results in reduced pavement performance and its service life. Type of joints design of rigid pavements lec14 part2. The assumption of a linear temperature change through the slab depth has been overwhelmingly used in pavement analysis since westergaard proposed a curling solution for rigid pavements. Longitudinal and corner cracking have been found in california to be distresses as significant as transverse cracking. Currently, nonreinforced is the preferred concrete pavement type. Impact of temperature curling and moisture warping. Aashtoware pavement me user manual virginia department of transportation pavement design and evaluation section central office, materials division september, 2017 questions or comments should be directed to affan habib, p. Rigid pavements respond to loading in a variety of ways that affect performance.
Scaling of cement concrete scaling of rigid pavement simply means, peeling off or flaking off of the top layer or skin of the concrete surface. Rigid pavementrigid pavement 20 deflection is very small hence the name rigid pavement. The pavement structure consists of the bitumen bound materials, hence they are more elastic than rigid and more deformable. The output includes the expected design life in fatigue, along with a prediction of the amount of joint faulting, and the probability of void formation, corner cracking, and pumping. Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements bouz1d choubane and mang tia the. Describing promising technologies that can be used now to. This study was conducted to develop finite element computer programs to calculate stresses and deflection in rigid pavements with cracks and joints subjected to loads and temperature warping, as well as in the supporting subgrade soil. Experimental study on structural response of rigid. The natural response causes the concrete pavement to crack at regular intervals. Water, ice, salt and loads would eventually cause differential settlement and premature pavement failures. Flexible pavements see figure, left have base courses of broken stone pieces either compacted into place in the style of mcadam or glued together with bitumen to form asphalt. Curling and warping of jointed concrete pavement slabs is a complex issue, and still not fully understood within the concrete pavement industry to the point where accurate predictions of its effect on pavement smoothness can be made. This bending is commonly called warping if due to changes in slab. Pavement design with examples complete data civildigital.
Two dimensional finiteelement programs have been in use for the past two decades to analyze rigid pavement response. Failure of rigid pavement civil engineering ce notes. Cracks in concrete pavements often result from stresses caused by expansion and contraction or warping of the pavement. Mechanistic analysis of jointed concrete pavements has often considered only. Filling and sealing of joints and cracks in concrete pavements. Mechanistic analysis of rigid pavement for temperature stresses using ansys. Dec 29, 2017 types of failure in rigid pavement the following 5 form of failures are commonly found in rigid pavement 1. Temperature steel ties the cracked concrete together. Jointed concrete pavement based on fracture mechanics analysis, zollinger, d. Figure 30 is a nomograph that determines the effective modulus of subgrade reaction. Prediction of longitudinal fatigue cracking in rigid pavements. For plain concrete pavements, the spacing between contraction.
The temperature and moisture gradient that exists between top and bottom of the concrete pavement slabs causes the curling and warping of the slab. Called rigid since pccs high modulus of elasticity does not allow them to flex appreciably. The following 5 form of failures are commonly found in rigid pavement. Scaling of rigid pavement simply means, peeling off or flaking off of the top layer or skin of the concrete surface. Jun 18, 2017 this lecture includes following topics why joints are provided in rigid pavements. This phenomenon, referred to as pcc pavement curling and warping, has been known and studied since the mid1920s. Filling and sealing of joints and cracks in concrete pavements the problem of preventing the infiltration of water, silt, sand, and other earthy materials into the joints and cracks in concrete pavements is one that has been exceedingly troublesome to highway engineers ever since con crete pavements first came into existence more than 40 yr. The joints are connected by dowel bars or other load transfer devices. However, the inclusion of both temperature and shrinkage gradients in concrete pavement analysis can drastically alter the critical stress location and subsequent distress type that predicts pavement performance. Types of failure in rigid pavement the following 5 form of failures are commonly found in rigid pavement 1. Differences in temperature between the top and bottom surfaces of a pcc slab will cause the slab to curl.
For the sensitivity analysis, different pavement configuration, axle load and positive temperature gradient have been considered and are discussed in the following sections. Different types of joints are required like expansion and contraction. In the late 1990s, odot began using more nonreinforced pavements. Chapter 4 repair and maintenance of rigid pavenments 4. Estimation of critical stress in jointed concrete pavement. Cracks resulting from settlement of subgrade are normally variable in direction but most commonly they.
Pdf mechanistic analysis of rigid pavement for temperature. But according to blanchards american highway engineers handbook of 1919, cement concrete pavement was. Jpcp controls cracks by dividing the pavement up into individual slabs separated by contraction joint slabs are typically one lane wide and between 3. There are a variety of ways to calculate or at least account for these responses in design. Chapter 3 an overview of design and construction practices. The effects of warping stress are equal in importance to wheel load stress and.
Warping or temperature stresses will produced in the slab when geometric. These forces include drying shrinkage of the concrete, environment changes, and traffic loads. On the other hand, rigid pavements consist of portland cement based. Introduction the serviceability and longevity of rigid pavement constructions depend on the rate of pavement deterioration which is a function of factors such as material properties, climatic. To evaluate the tensile warping stresses which develop in the slab, the. Introduction to rigid pavement design ced engineering. C analysis of stresses in concrete pavements due to. Without joints, most concrete pavements would be riddled with cracks within one or two years after placement. Mechanistic analysis of rigid pavements request pdf. Asamatteroffact,recentperformancesurveys 6how thatitis ratherunusual to findcornerfailures, in modern concretepavements,of thetype analyzedbywestergaard 7, tellerand.
Comparative analysis of rigid pavement using westergaard. Impact of curling and warping on concrete pavement, tech. Rigid pavement analysis and design fhwa us department of. Different type of joints explaining all the joints in rigid pavements longitudinal joint transverse joint.
495 1609 83 339 844 606 1352 324 1171 1251 1149 754 1431 676 1614 929 1010 744 956 1347 1386 83 546 810 742 124 1236 32 130 316 88 1630 1267 768 1555 940 1308 943 1067 255 699 1127 352 349 877 12 29