Triaxially prestressed members

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

125-136

Judul Seri

Proceedings Of The Sixth Congress Of The Federation Internationale De La Precontrainte

No. Panggil

624.012.4(063) Mik t

Dynamic Backcalculation and Overlay Design Based on FWD Data

A study on dynamic backcalculation and overlay design based on falling weight deflectometer (FWD) data is presented. Dynamic slab-ground theory (DSGT) was used for dynamic backcalculation of a pavement structure. A computer program based on DSGT generated theoretical dynamic deflections of the pavement. For the backcalculation of equivalent full-depth asphalt concrete (AC) thickness and subgrad…

Comparison of seismic codes of 1981 Japan (BSLJ), 2000 USA (IBC) and 1999 Ira…

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

I-11 - I-22

Judul Seri

International Conference On Advancement In Design, Construction, Construction Management And Maintenance Of Building Structures; Apec Construction

No. Panggil

669(063) Fai c

Guide to Road Safety Part 4: Local Government and Community Road Safety. AGRS…

Edisi

-

ISBN/ISSN

978-1-921551-08-6

Deskripsi Fisik

48 p.

Judul Seri

-

No. Panggil

656.1 Cai g

A viscoplastic foam model for prediction of asphalt pavement compaction

Compaction is one of the most important factors affecting the future performance of asphalt pavement. Hot mixture asphalt materials exhibit significant time-dependent response under mechanical and thermal loadings, which can involve elastic, creep and plastic permanent deformation. The irreversible permanent deformation part will generate compaction. Foam-type model has been considered an effic…

A three-dimensional micro-frame element network model for damage behavior of …

This paper presents a numerical study of damage behavior of asphalt mixtures by using a three-dimensional (3D) micro-frame element network (MFEN) model and damage mechanics principles. Asphalt mixtures are composed of aggregates, mastic cement and air voids. The load carrying behavior is strongly related to the local microstructural load transfer between neighboring aggregate particles. The 3D …

Prediction of Pavement Deterioration Based on FWD Results

Prediction models for pavement deterioration of major roads in Miyazaki Pre-fecture, Japan, using falling weight deflectometer (FWD) data are presented. The models would be incorporated in a pavement management system (PMS), for the prefecture, which is under development. At first, a relation between Japanese maintenance control index (MCI) and cumulative equivalent single axle loads (CESAL) wa…

Modulus Load Test Results for Rammed Aggregate Piers in Granular Soils

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

460-472

Judul Seri

Geo Support 2004 Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, And Specialty Foundation Systems - Geotechnical Special Publication 124

No. Panggil

-

Managing research, development and innovation; managing the unmanageable

Edisi

3rd edition

ISBN/ISSN

-

Deskripsi Fisik

396 p.

Judul Seri

-

No. Panggil

658.589 Jai m

Comparison of Backcalculated and Laboratory Measured Moduli on AC and Granula…

This paper presents a comparison of pavement layer moduli determined from backcalculation with those measured in the laboratory on asphalt concrete (AC) and granular base materials. Deflection data and pavement materials obtained from two conventional flexible pavement structures were used. Pavement surface deflections were measured with a Falling Weight Deflectometer and were used in backcalcu…