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Journal ArticleDOI

Early-Age Strength Assessment of Cement-Treated Base Material:

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TLDR
In this article, the authors evaluated the utilities of the soil stiffness gauge (SSG), the heavy Clegg impact soil tester (CIST), the dynamic cone penetrometer, and the falling weight deflectometer for assessing early-age strength gain of cement-stabilized materials.
Abstract
To avoid early-age damage to cement-treated base (CTB) materials, the cement must be allowed to cure before the pavement can be opened to traffic. The purpose of this research was to evaluate the utilities of the soil stiffness gauge (SSG), the heavy Clegg impact soil tester (CIST), the dynamic cone penetrometer, and the falling weight deflectometer for assessing early-age strength gain of cement-stabilized materials. Experiments were performed at four sites on a pavement reconstruction project along I-84 in Morgan, Utah, where cement stabilization was used in conjunction with full-depth recycling. Each site was stationed to facilitate repeated measurements at the same locations with different devices and at different curing times. Because of the considerable attention from the pavement construction industry for routine quality control and quality assurance programs, the SSG and CIST were the primary focus of the research. Statistical techniques were used to evaluate the repeatability of these devices and...

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BookDOI

Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis

TL;DR: In this article, the characterization of cementitiously stabilized layers and the properties that influence pavement performance are discussed, as well as performance-related procedures for characterizing these layers and performance-prediction models for incorporation into the mechanistic-empirical pavement analysis methods.
Journal ArticleDOI

Use of Microcracking to Reduce Shrinkage Cracking in Cement-Treated Bases

TL;DR: In this article, the microcracking concept is defined as the application of several vibratory roller passes to the cement-treated base at a short curing stage, typically after 1 to 3 days, to create a fine network of cracks.
Journal ArticleDOI

Evaluation of cement treated reclaimed asphalt pavement and recycled concrete pavement bases

TL;DR: In this article, the advantage of cement stabilization of RCA over RAP and blending with conventional aggregates (VA) as a base and subbase course material at different stabilization levels is investigated by stabilizing mixes with cement contents varying from 2 to 6%.

Evaluation of Cement-Stabilized Full-Depth-Recycled Base Materials for Frost and Early Traffic Conditions

TL;DR: In this article, the authors evaluated the properties of concrete-treated base (CTB) materials constructed from reclaimed asphalt pavement (RAP) and aggregates obtained from several locations in New England.

Accelerated Stabilization Design of Subgrade Soils

TL;DR: In this article, the authors proposed accelerated testing methods that minimize the time required for soil specimen preparation, curing, and moisture conditioning to complete the design process, and compared the proposed methods were compared to current specifications.
References
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Journal ArticleDOI

Use of Microcracking to Reduce Shrinkage Cracking in Cement-Treated Bases

TL;DR: In this article, the microcracking concept is defined as the application of several vibratory roller passes to the cement-treated base at a short curing stage, typically after 1 to 3 days, to create a fine network of cracks.
Journal ArticleDOI

Clegg hammer - California-bearing ratio correlations

TL;DR: In this article, a comparative study between the California-bearing ratio (CBR) and the Clegg impact hammer (CIH) was conducted to assess the efficacy of the CIH for estimating the strength of compacted soils.

Back-Calculation of Layer Parameters For LTPP Test Sections, Volume II: Layered Elastic Analysis for Flexible and Rigid Pavements

TL;DR: In this article, the authors used MODCOMP4 to back-calculate the layered elastic properties (Young's modulus and the coefficient and exponent of the nonlinear constitutive equation) from deflection basin measurements for all of the Long-Term Pavement Performance (LTPP) test sections with a level E data status.
Journal Article

Soil stiffness gauge for soil compaction control

TL;DR: The soil stiffness gauge (SSG) as mentioned in this paper was developed by the Federal Highway Administration (FHWA) to measure the soil stiffness in highway embankment sites and pipe backfill sites on sand, clay and sandy loam soils.
Journal ArticleDOI

Repeatability and Reliability of the Tube Suction Test

TL;DR: The tube suction test (TST) was developed in a cooperative effort between the Finnish National Road Administration and the Texas Transportation Institute for assessing the moisture susceptibility of granular base materials and will begin implementation of the TST statewide during 2001.
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