Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan

  • Beranda
  • Informasi
  • Layanan
  • Pilih Bahasa :
    Bahasa Arab Bahasa Bengal Bahasa Brazil Portugis Bahasa Inggris Bahasa Spanyol Bahasa Jerman Bahasa Indonesia Bahasa Jepang Bahasa Melayu Bahasa Persia Bahasa Rusia Bahasa Thailand Bahasa Turki Bahasa Urdu

Pencarian berdasarkan :

SEMUA Pengarang Subjek ISBN/ISSN Pencarian Spesifik

Pencarian terakhir:

{{tmpObj[k].text}}
No image available for this title
Penanda Bagikan

Computer Software

Influence of Statistical Variation in Falling Weight Delfectometers on Pavement Analysis

Javaregowda, Mohan - Nama Orang;

Trr No. 1377 Pavement Design, Management, And Performance, pp. 57-66
A relatively simple approach that is based on a Monte Carlo simulation procedure is presented to statistically investigate the influence of variation in falling weight deflectometer (FWD) measurements on pavement analysis. The factors considered are pavement moduli and pavement performance or response strains that correlate with pavement performance. From extensive FWD data obtained in Nevada, the variability of FWD deflections was statistically quantified at six sites for two seasons. The FWD tests were carried out at an interval of 50 ft within a uniform 1,000-ft test pavement section at every site. Using these data, as many as 900 FWD sensor deflections with normal distribution for each sensor were randomly generated for each of the 12 cases (six sites, two seasons) studied. The MODULUS program was used in the backcalculation of the pavement layer moduli. The FWD measurements show substantial variation within all of the uniform pavement sections investigated. Backcalculated pavement layer moduli using the generated deflection data show a large variation. The coefficient of variations were computed for AC and base. However, the coefficient of variations for pavement performance strains are smaller, varying from 8 to 25 percent. Because the number of loading cycles to cause pavement distress is sensitive to pavement performance strains, the variation in pavement strain caused by the variation in FWD measurements has a significant influence on pavement life predictions.


Ketersediaan
#
My Library Belum memasukkan lokasi
0000004218
Tersedia
Informasi Detail
Judul Seri
Trr No. 1377 Pavement Design, Management, And Performance
No. Panggil
-
Penerbit
: TRB., 1992
Deskripsi Fisik
p 57-66
Bahasa
English
ISBN/ISSN
-
Klasifikasi
006:656.021
Tipe Isi
-
Tipe Media
-
Tipe Pembawa
-
Edisi
-
Subjek
FALLING WEIGHT DEFLECTOMETER
Info Detail Spesifik
-
Pernyataan Tanggungjawab
-
Versi lain/terkait

Tidak tersedia versi lain

Lampiran Berkas
Tidak Ada Data
Komentar

Anda harus masuk sebelum memberikan komentar

Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan
  • Informasi
  • Layanan

Tentang Kami

As a complete Library Management System, SLiMS (Senayan Library Management System) has many features that will help libraries and librarians to do their job easily and quickly. Follow this link to show some features provided by SLiMS.

Cari

masukkan satu atau lebih kata kunci dari judul, pengarang, atau subjek

Donasi untuk SLiMS Kontribusi untuk SLiMS?

© 2026 — Senayan Developer Community

Ditenagai oleh SLiMS
Pilih subjek yang menarik bagi Anda
  • Teknik Jalan Teknik Jalan & Geometri
  • Jembatan Jembatan & Terowongan
  • Perkerasan Perkerasan, Aspal & Beton
  • Geoteknik Geoteknik & Fondasi
  • Standar & NSPM NSPM & Standar (SNI/AASHTO)
  • Drainase Drainase & Hidrologi Jalan
  • Lalu Lintas Keselamatan Lalu Lintas
  • Konstruksi Konstruksi & Manajemen
  • Lingkungan & K3 Lingkungan & K3 Jalan
  • Riset Bintekjatan Riset & Prosiding Bintekjatan
Icons made by Freepik from www.flaticon.com
Koleksi Khusus Direktorat Bina Teknik Jalan dan Jembatan
Pencarian Spesifik
Kemana ingin Anda bagikan?